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Knowing from the past - Ingredients and technology of ancient mortar used in Vadakumnathan temple, Tirussur, Kerala, India

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In the present study, lime mortar samples from the restoration site of Vadakumnathan temple, Kerala, India have been analyzed. Samples from three different locations of the temple such as ancient wall, gopuram and arch have been taken. Traditional methods such as chemical analysis, acid loss analysis and organic test were conducted on mortar samples. Modern instrumental techniques such as electronic particle size distribution, X-ray Diffraction (XRD), scanning electron microscopy coupled with energy dispersive X-ray spectroscopy (SEM/EDX), Thermo Gravimetric Analysis (TGA), Differential Thermal Analysis (DTA) and Infrared Spectroscopy (FT-IR) were employed in the study. The binder used in the mortar is calcium high with 30% of clay mineral. A binder to aggregate ratio in the range of 1:1.5-2.5 has been established from acid loss analysis. Particle of the aggregate are mostly silt in nature, hence nominal sand would have been grinded to reduce the particle size and to induce pozzolanic reaction. The presence of carbohydrate, protein and fats are identified by organic test that are in agreement with FT-IR analysis and TGA. Calcite, aragonite and calcium complexes of silicate and aluminates in form of hydro thermal product namely gyrolite and okenite are present in wall and gopuram samples. The formation of hydrothermal products confirms that the mortar was produced by hot lime technology. In TGA, the decomposition of CaCO3 to CO2 between 600 and 770 °C reveals the transformation of calcite from complex forms of CSH (gyrolite and okenite) and CAH. The presence of degraded products such as syngenite and gypsum in arch sample shows that the lime mortar is in complete deterioration where as mortar remained in good condition in gopuram and wall samples.Texture along with elemental analysis (EDX) confirms the results of chemical analysis.
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Knowing from the past Ingredients and technology of ancient mortar
used in Vadakumnathan temple, Tirussur, Kerala, India
S. Thirumalini
, S.K. Sekar
, M. Nambirajan
S.A. Engineering College, Chennai, Tamil Nadu, India
SRM University, Kattankulathur, India
School of Mechanical and Building Science, VIT University, Near Katpadiroad, Vellore 632014, India
Archaeological Survey of India, Ofce of the Director General, Janpath, New Delhi, 110011, India
article info
Article history:
Received 8 November 2014
Received in revised form
2 September 2015
Accepted 4 September 2015
Available online 11 September 2015
Ancient samples
Lime mortar
Chemical analysis
FT-IR and TGA with DTA
In the present study, lime mortar samples from the restoration site of Vadakumnathan temple, Kerala,
India have been analyzed. Samples from three different locations of the temple such as ancient wall,
gopuram and arch have been taken. Traditional methods such as chemical analysis, acid loss analysis and
organic test were conducted on mortar samples. Modern instrumental techniques such as electronic
particle size distribution, X-ray Diffraction (XRD), scanning electron microscopy coupled with energy
dispersive X-ray spectroscopy (SEM/EDX), Thermo Gravimetric Analysis (TGA), Differential Thermal
Analysis (DTA) and Infrared Spectroscopy (FT-IR) were employed in the study. The binder used in the
mortar is calcium high with 30% of clay mineral. A binder to aggregate ratio in the range of 1:1.52.5 has
been established from acid loss analysis. Particle of the aggregate are mostly silt in nature, hence nominal
sand would have been grinded to reduce the particle size and to induce pozzolanic reaction. The pre-
sence of carbohydrate, protein and fats are identied by organic test that are in agreement with FT-IR
analysis and TGA.
Calcite, aragonite and calcium complexes of silicate and aluminates in form of hydro thermal product
namely gyrolite and okenite are present in wall and gopuram samples. The formation of hydrothermal
products conrms that the mortar was produced by hot lime technology. In TGA, the decomposition of
to CO
between 600 and 770 °C reveals the transformation of calcite from complex forms of CSH
(gyrolite and okenite) and CAH. The presence of degraded products such as syngenite and gypsum in
arch sample shows that the lime mortar is in complete deterioration where as mortar remained in good
condition in gopuram and wall samples.Texture along with elemental analysis (EDX) conrms the results
of chemical analysis.
&2015 Elsevier Ltd. All rights reserved.
1. Introduction
The architectural monuments of India, represent the cultural
heritage of the nation. The built heritage not only brings out the
artistic and technical capabilities of craftsmen but also the as-
pirations of people around the country. Vadakumnathan temple
(Fig. 1) at Tirussur, Kerala is one of the largest Lord Shiva temple,
constructed nearly 1300 years back by Parasurama, the sixth in-
carnation of Lord Vishnu. The temple is famous for its Kerala style
architecture and the exceptional work of craftsmanship, on the
gopurams, constructed on all four sides of the temple. In India, the
ancient texts like Citrasutra of the Vishnudharmottara, Silparatna
[1,2] talks about the construction of walls using lime mortar. As
mentioned in the ancient scripts like Silparatna and Vishudhar-
mottara, the temple was constructed with laterite blocks bonded
with lime mortar which consists of lime, sand and various
Strength and durability of lime mortar could be enhanced by
the addition of vegetable extract. Traditionally, people in India
have the practice of adding the natural organic admixtures from
the extracts of locally available plants, unrened sugar and dry
Ancient buildings were constructed using local and naturally
available materials. Stone, lime, clay, timber, palm leaves were
some of the materials used for the construction of temples in
Kerala. Also, ancient mortars comprises of various binders (or mix
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Journal of Building Engineering
2352-7102/&2015 Elsevier Ltd. All rights reserved.
Corresponding author.
E-mail addresses: (S. Thirumalini), (R. Ravi),, (S.K. Sekar), (M. Nambirajan).
Mobile: þ91 9444135437; residence: þ91 4427640148.
Mobile: þ91 9444484937; residence: þ91 4422603185.
Mobile: þ91 9999881696.
Journal of Building Engineering 4 (2015) 101112
of them) and natural or articial aggregate along with herbal ad-
mixtures to enhance the strength and durability of the structures
Regional plants that are rich in carbohydrate, protein and fat
are generally added to the lime mortar mix. In central Kerala,
different types of herbs, namely Oonjalvalli, Kulamavu, Kadukai,
Pananchikai and jaggery (Unrened sugar) were used as ad-
mixture in the temple for restoration work. Kadukai and jaggery
were added as carbon source where as other plant extracts are rich
in protein and fats. These are added to improve various properties
like carbonation, plasticity of the mix and also to enhance the
durability of the hardened mortar [4]. These mortars also served as
a platform for mural painting.
Although few research reports were published about the role of
organic admixtures on mortars, a thorough knowledge of lime
mortar used in ancient structures is essential for the preparation of
repair mortar. Many researchers have been working on the char-
acterization of ancient mortar, adopting various tools and techni-
ques on the physico-chemical, mechanical and mineralogical as-
pects. As the ancient mortar contains variety of raw materials
along with organics, it is difcult to understand the characteristics,
production and application techniques [5]. Even environmental
parameters such as climate and humidity could affect the strength
and durability of the mortar. All these parameters are interrelated
system that leads to complex problems during the analysis of
historic mortars.
In view of conservation and preparation of new restoration
mortars, it is essential to investigate the technology involved in
the traditional method of preparing lime mortars and plasters. It is
important that the mineralogical, chemical, micro-structural and
elemental composition has to be studied in order to understand
the procedure to produce restoration mortar similar to the original
one. The present study identies the raw materials (lime, sand and
organics) used for the preparation of restoration mortar based on
the results of the characterization of the ancient mortars and its
application technology.
2. Background and climate of Tirussur
In the ancient and medieval period, Tirussur was the cultural
capital of Kerala. It has contributed very much in promoting trade
relationship with other parts of the world. It lies in the south-west
of Kerala with the geographical coordinates of 10°32north and
76°32east longitude which reveal the proximity of the region to
the equator. So the city does not face a major variation in the
temperature. Also there is no drastic change in the climate of the
region during summer and winter. The city records an average
rainfall of 3500 mm with a relative humidity of 95 percent.
3. Preliminary information about the construction of the
It is essential to collect information from the sthapathis (ar-
chitect masters), as there is no documentation or information
about the traditional practice of lime mortar preparation. But the
stahpathis have knowledge about religious manuals of Indian
Fig. 1. (a) South entrance of Vadakumnathan temple (b) Birds view of the temple (c) Rama shrine (d) Restoration work at Rama shrine.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112102
origin that talk about the construction of temples in detail. Hence,
semi-formal interview was conducted with the sthapathis about
the material and the methods involved in the construction of
4. Methods and materials
4.1. Sampling of mortar
Totally fteen samples, ve samples from each selected loca-
tions of the wall plasters, gopuram and arch of Rama shrine were
collected for the study. Gopuram is the tower roof acting as en-
closure to the deity. Samples from gopuram part (Fig. 2a) were
taken from the top of Sri Rama shrine which was not opened since
the construction, but the wall (Fig. 2b and c) and arch samples
(Fig. 3a)would have been affected by environmental stress over
the centuries. Altered (crushed or powdered) and non-altered
mortar samples were taken from both internal and external por-
tion of the temple. Hence, analyzing gopuram samples gives de-
tails about the original mortar used whereas wall and arch sam-
ples gives information about the altered and degraded (mortars in
deterioration) mortars.
Samples have been collected from reasonably higher portions
of the temple in order to avoid the samples that were affected due
to the capillary rise of water and salts such as sodium chloride and
sodium sulphate. Sufcient quantities of samples were analysed to
account for the heterogeneity of the samples. The analysis was
carried out in a signicant quantity of samples. Decay patterns and
cracks were encountered in mortars at arch location as in Fig. 3b
and c. Hence, sufcient care was taken to get mortar sample ad-
jacent to the area affected by cracks and ssures.
4.2. Acid digestion analysis
The composition of raw materials of the ancient mortar sample
was determined as per Rilem TC-167-COM [6] by dissolving the
carbonated mortar sample in 10% of hydrochloric acid, leaving out
ne aggregate fraction. The chemical analysis was carried out
binder dissolved ltrate.
4.3. Chemical analysis
Samples were analysed for their chemical composition by
adopting the traditional method of testing. CaO and MgO were
quantied on titration with Ethylene Diamine Tetra Acetic acid
(EDTA), using eBT as indicator. The amounts of Al
and Fe
were determined by Atomic Absorption Spectroscopy (AAS).
Gravimetric method was used to nd the amount of silica present.
The hydraulic index (HI) and cementation index (CI) [7,8] were
calculated as per Eqs. (1) and (2) respectively.
/%CaO %MgO 1
23 23 2
=( + + )
(+ ) ()
Cementation index, CI 1. 1%Al O 0. 7%Fe O 2. 8%
SiO / %CaO %MgO 2
23 23
=( + +
)( + ) ()
4.4. Particle size analysis
As the quantity of sample available is limited, the ne ag-
gregate fraction left from acid loss test was used for particle size
analysis by using electronic particle size analyzer (CILAS 1064-Li-
quid) [9].
Fig. 2. (a) Exposed gopuram plasters after removing top slab (b) Wall (c) Another face of wall.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112 103
4.5. Organic analysis of lime plasters
The ancient mortars were tested for the presence of organics
such as carbohydrate, fat and protein [10]. The presence of fat and
protein were analysed by crude fat method and kjeldhal method
respectively. The carbohydrate content is calculated from the
percentage mass of protein and fat.
4.5.1. Determination of protein
Proteins are polymers of amino acids. Kjeldahl method is
usually considered to be the standard method of determining
protein concentration in the form of nitrogen concentration. The
kjeldahl method can conveniently be divided into three steps:
digestion, neutralization and titration. The sample is rst digested
in strong sulfuric acid in the presence of a catalyst, which helps in
the conversion of the amine nitrogen to ammonium ions. In
neutralization, the ammonium ions are then converted into am-
monia gas, when heated and distilled. The ammonia gas was led
into a trapping solution where it dissolves and becomes an am-
monium ion once again. Finally the amount of the ammonia that
has been trapped is determined by titration with a standard
solution. As the number of moles of ammonia is same as number
of nitrogen, the amount of crude protein is given by %
Nitrogen 6.25 [11].
4.5.2. Determination of fat
The determination of fat in mortars are determined by crude fat
conforming to IS 7874-1975. The powder sample (5 g) heated at
105 72°C for at least 2 h was extracted with petroleum ether in a
Soxhlet extractor. Extraction was done at a condensation rate of 5
6 drops per second for 4 h initially, and then 23 drops
per seconds for 16 h. The extract was dried on a steam-bath for
30 min, cooled in a desiccator and weighed as M
. Alternate drying
and weighing were done at 30 min intervals until the difference
between two successive weighing was less than 1 mg and the
lowest mass was noted as M
The mass of dried sample is taken as
m. The percent of crude fat content in the plant sample was cal-
culated as follows: 100 (M
)/m. [10].
4.5.3. Calculation of carbohydrate
The percentage of carbohydrate present in herbs was calculated
using Eq. (3).
ABCDTotal carbohydrate percentage 100 3
=( –(+++) ()
Where Ais percentage by mass of moisture
Bis percentage by mass of total protein
Cis percentage by mass of fat
Dis percentage by mass of total ash.[10]
4.6. Analytical techniques
Analyses of ancient mortars were done using following in-
strumental techniques. X-Ray Diffraction (XRD) analysis of nely
ground samples was done using Bruker Desktop-Diffractometer
working with the Cu Ka radiation and interpretation by Bruker
DIFFRAC.SUITE EVA Software. It gives a qualitative result on the
possible presence of minerals in the ancient lime mortar samples.
Thermal Gravimetric Analysis (TGA) was performed to nd the
hygroscopic and structural bound water content of lime mortar,
and it has also helped to determine any possible thermal decom-
position of mineral phases [11]. The test was performed using
alumina (Al
) cells at a heating rate of 20 °C per min in a ushed
air atmosphere with a temperature range of 301000 °C. The
weight loss of the samples is monitored as a function of
Fig. 3. (a) Arch portion of Rama shrine (b) Visual crack on the top of the arch (c) Expansive nature of cracks at arch.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112104
temperature. Hence, TGA could serve as the best tool to char-
acterize and evaluate historic mortars. The results nd a solution
for producing a compatible restoration mortars. At temperature
lesser than 120 °C, the weight loss is due to the release of hygro-
scopic water, 120400 °C is due to structural bound water, 400
550 °C is due to decarbonation of MgCO
and 600800 °C is due to
the decarbonation of CaCO
. Differential Thermal Analysis (DTA)
reveals thermal transformation of various components heated
under controlled conditions. The phase transfers are exothermic or
endothermic in nature. DTA was carried out on the unaltered
mortar samples to nd the dehydration, oxidation and decom-
position [12].
Infrared Spectroscopy (FT-IR) obtained from Perkin-Elmer 1000
instrument was used to get qualitative information on some of the
characteristic compounds present in the mortar sample. It in-
cludes the determination of calcium hydroxide, magnesium hy-
droxide, carbonates, gypsum, etc. and for identifying the presence
of salts (nitrates, sulfates, oxalates, etc.) as well as organic com-
pounds. Infrared Spectroscopy (FT-IR analysis) also provides sup-
plementary information to XRD. The principal constituents like
calcite, magnesite, portlandite and silica containing mineral (forms
of CSH), gypsum, syngenite and organics were identied in the
mortars. SEM (FEI Quanta FEG 200) was used to determine the
surface morphology of the mortars, particularly cracks and pores
in the samples. SEM images revealed the mineral morphology of
hydrated phases. EDX was used to unveil the elemental composi-
tion of mortars [13].
5. Results and discussions
5.1. Outcome of interview with sthapathis
Two or more forms of hydraulic lime or air lime were mixed in
equal proportion and used for mortar preparation.
Cocktail of organic extracts were mixed into the dry lime mortar
mix prior to slaking, whereas in other parts of the world slaking
was done with water.
Also the unique method of grinding the lime mortar mix prior
to slaking was practiced in the temple construction.
5.2. Binder aggregate ratio
Dissolution of the mortar samples in hydrochloric acid yielded
two fractions: the insoluble fraction formed by siliceous ag-
gregates, the soluble fraction from calcium content and clay mi-
nerals [6].
In Vadakumnathan temple mortar samples, the binder to ag-
gregate ratio (Table 1) is in the range of 1:1.731:2.4 by weight. In
general, binder to aggregate ratio ranging from 1:1 to 1:6 was used
in historic mortar across the country. As discussed by Vitruvius
[14] in chapter IV of the Ten Books of Architecture, the best pro-
portion adopted for hydraulic mortars is 1:3 (by volume) mortar
which facilitates the maximum carbonation. Gameiro [15] has
expressed that calcite content are more in ratio of 1:3 mortar
compared to 1:2 mix as the higher aggregate content in 1:3 mix
increases the diffusion of carbon di oxide in to the mortar.
Whereas in the binder rich mortar (1:2), the co existence of un-
reacted portlandite and calcite is possible. In conrmation to the
above said statement, the XRD of gopuram indicates the presence
of portlandite. Hence, the presence of free portlandite in the go-
puram mortars shows that the carbonation process is still
According to Maravelaki et al. [16], ancient mortar in Crete and
Greece were constructed with a binder to aggregate ratio of 1:23
by weight. As discussed by Moropoulou [17], in a place without
drastic change in climatic conditions and high percentage of re-
lative humidity, the binder to aggregate ratio in the range of 1:1
1: 3 is appropriate for good strength and durability. Also from the
visual examination and the test results, it is found that the mortar
is in good condition. Hence the mortar mix proportioning of
1:1.731:2.4 at Vadakumnathan temple is appropriate to the cli-
mate of the region (relative humidity of 95%), and this could be
one of the reason for durability and existence of historical struc-
tures over the centuries.
5.3. Chemical analysis
Representative samples from each category have been char-
acterized and presented in the Table 2. The major compounds
identied in the samples are CaCO
and SiO
Presence of clay
minerals and impurities (Fe
and Al
) and SiO
around 30% in
the mortar samples assures the hydraulic character of the lime.
The silica content is found to be maximum, whereas magnesium
content is minimum. Further, the hydraulic and cementitious in-
dices of all the ancient samples are on the higher side and ranging
from 1.39 to 1.7 and 3.6 to 6 respectively. Higher the indices, the
lime will have more hydraulic property. This proves that the lime
putty used would be eminently hydraulic in nature similar to ce-
ment [8].
The ancient mortar under investigation contains calcite (CaCO
and a small amount of dolomite MgCa(CO
. Limestone contain-
ing MgCO
more than 20% of their weight is classied as dolomitic
lime while limestone with less than 5% MgCO
are categorized as
high calcium lime [18]. However, in all the samples, the magne-
sium oxide content is less than 2% which indicates the minimum
formation of dolomite. Hence, high calcium limestone was used as
a binder in the temple. However presence of small quantity of
magnesium oxide (MgO) would have improved the fresh state
properties of mortar such as plasticity and water retentivity which
contributes to the durability of the structure [18]. This also proves
that the ancestors have a thorough knowledge of the various
binder materials and their signicance.
5.4. Particle size analysis
The particle size analysis shows similarities among the mortar
samples of the temple (Fig. 4).The grain size distribution shows
that most of the particles (75%) are in the range of 0.003
0.064 mm (silt), whereas sand and clay particles accounts to
around 20% and 5% respectively. As the normal river sand used for
construction is coarser than silt, grinding the lime mortar mix
would have been carried out.
5.5. Organic analysis of mortar
High strength mortars (Hydraulic in nature) are preferred for a
place with high humidity [19], like Tirussur. Hydraulic lime is most
suitable for such a climate as it provides favorable condition for
the development of hydration products. Also the drawbacks in
Table 1
Comparative results of acid loss analysis of lime mortar samples.
Sample Initial Acid Wt after Wt of sand Wt of B/A
wt loss acid loss retained (A) binder (B) ratio
Wall 30.0 2.1 27.9 19.7 8.2 1:2.4
Gopuram 23.7 2.7 21.0 14.0 7.0 1:2
Arch 30.0 1.3 28.7 18.2 10.5 1:1.73
B/A Binder to aggregate ratio.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112 105
using lime mortar such as slow setting, low workability, lesser
compressive strength and low carbonation could be counteracted
by the addition of natural organic admixtures that are regionally
available [20]. The organic test (Table 3) results shows the pre-
sence of carbohydrates, protein in all the mortar samples. Also, the
loss of ignition (LOI) at 400 °C which accounts for organics is
around 2.5% in the ancient mortars (Table 2). Hence different plant
extracts would have been added as an admixture to improve
workability, early setting time, enhance carbonation and durability
of the mortar.
In all the ancient mortar samples, protein and fat contents are
more or less similar. But the carbohydrate content in gopuram
samples are higher compared to wall and arch samples, which
could be due to the fact that gopuram is not exposed to the at-
mospheric CO
, resulting in incomplete carbonation. As a con-
sequence, the carbohydrate content of the organics added into the
lime mortar mix has been consumed in lesser quantities in go-
puram. Still in Central Kerala, there is a traditional practice of using
fermented cocktail of plant extracts which are rich in carbohy-
drates, protein and fats in the restoration works of monuments.
The locally available herbs namely Oonjalvalli (Cissus glauca Roxb),
Pananchikaai (Cochlospermum religiosum), Kulamavu (Perseama-
crantha), Kadukai Terminalia chebula and palm jaggery from palm
tree would have been added along with lime mortar as bio-ad-
mixtures to improve its functional properties. The fermentation of
herbs would have been carried out for 715 days. It reduces the
carbohydrates present in herbs to carbon-di-oxide and thereby
enhances the carbonation within the mortar [21]. The carbohy-
drates are magnicent adhesives and a natural super plasticizer.
They react with Ca(OH)
of lime and forms network of gel that has
resulted in better binding of the solid microstructure. Carbohy-
drates have moisturizing capacity that creates an environment,
which not only enhances the hydraulic component formation, but
also controls the shrinkage, thus avoiding micro cracking within
the structure [22].
Jozefjasiczak and Krzysztof Zielinski [23] have stated that the
addition of proteins acts as air entraining agent in fresh mortars
and increases the workability. Fat acts as water proof to mortar
and controls the water movement. Proteins improve the hydro-
phobic property of the mortar [22]. Also, the calcium complexes
formed during the interaction of proteins with the divalent cal-
cium ions contribute to the reduced water absorption, in the same
way as in the case of synthetic polymers. The proteinaceous ma-
terial present in the lime mortar samples will convert calcium
oxide into calcium oxalate. Proteins react chemically with clay by
exchanging inorganic cations of the clay with organic, resulting in
a mechanism relating to the ability of amino acids (amides) to
encourage clay occulation [9]. However, the porosity of the
mortar is not much affected. Hence, the plant extracts protects the
temple structure from environmental deterioration.
5.6. Analytical techniques
From the XRD results (Fig. 5) of wall samples, presence of cal-
cite, calcium silicate hydrates (CSH) such as gyrolite and okenite,
Table 2
Chemical composition of various minerals present in lime mortar.
Sample CaO MgO Al
Wall 28.33 0.22 1.28 2.22 36.07 11.95 50.43 2.07 1.39 3.6
Gopuram 21.26 0.36 0.77 1.62 45.5 22.81 37.95 2.04 2.21 5.9
Arch 23.70 0.27 1.16 1.68 39.80 25.28 42.30 2.69 1.78 4.8
CaOþMgO: Binder, Al
: Clay Minerals, LOI: Loss on Ignition at 400 °C, HI: Hydraulic Index, CI: Cementation Index.
% Finer
1.0 10.0 100.0
Fig. 4. Particle size distribution of wall, gopuram and arch.
Table 3
Presence of organics in historic mortar.
Description Carbohydrates (%) Protein (%) Fats (%)
Wall 10.8 5.55 2.3
Gopuram 14.6 4.8 3.2
Arch 9.2 5.3 2.7
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112106
calcium aluminum hydrates (CAH) have been identied. Two main
peaks are observed, one at 290 °C for CSH and CAH and that of
calcite transformation in the range of 745765 °C. The CSH gel can
be stable in natural form of gyrolite and okenite [24]. The forma-
tion of hydrothermal products (gyrolite and okenite) is possible
when lime is manufactured by hot lime technology [25]. Hence,
the high intense peaks of CSH and CAH observed in XRD also in-
dicates the pozzolanic reaction due to addition of shell lime during
burning, followed by hot lime technology and subsequent grinding
of the mortar mix.
Mix of two forms of lime (limestone and shell lime), sand and
organic extract would have been slaked for a longer duration, due
to which the lime and sand particles are broken down from micro
to nano scale [26]. This is because the temperature rises up to
180 °C during slaking and lot of heat has been generated that
causes the lime to split resulting in the formation of hydrothermal
products of CSH. This process is termed as hot lime technology.
This process will be incomplete in case of improper slaking and
hence to enhance the lime silica interaction, grinding would have
been carried out at the time of placing the mortar. In support to
the above statement, particle size analysis indicates the presence
of more amount of ner particles in the mortar sample resulting
from grinding process.
By grinding, splitting of lime and silica grains takes places and
become ner in order of nanometers. Fine silica and clay minerals
accelerate the reaction rate less than a day to form CSH phases
without changing the microstructure of lime matrix [26]. Without
grinding, the mortars will take much time to reach the similar
extent of reaction. Similarly, micronized lime will result in change
in shape of portlandite for good workability [17].
In all the Vadakumnathan mortar samples (Table 4), the weight
loss is around a reaction temp of 750 °C (600800 °C) showing
decomposition of CaCO
and release of CO
. In the case of air lime
mortar, there will be direct reaction of CaO with CO
to form pure
. The thermal break down of calcite and subsequent release
of CO
will show distinctive endothermic peak around 840 °C. The
reason for early decomposition is that the formation CaCO
with hydraulic components like CSH and CAH are formed at early
ages. As the age processes the complex forms of CAH and CSH
phases re-carbonate and forms CaCO
. Early decomposition of
to CO
between 600 °C and 770 °C and the major weight
loss in this range shows that the hydraulic components (CSH like
gyrolite and okenite and CAH) are completely transformed into
It also reveals complete transformation of calcite from complex
forms of CSH. TGA data presented in Fig.6 (wall mortar) indicates
the major weight loss in the range of 600755 °C and it is due to
decomposition of calcite and release of CO
. When heated up to
120 °C, the mortar containing less than or equal to 2% of absorbed
water demonstrate the absence of hygroscopic character, indicat-
ing lesser amount of portlandite in the wall and arch compared to
gopuram mortars.
Presence of portlandite (Ca(OH)
) in gopuram samples detected
at a dehydration peak of 388 °C in TGA is validated by the results of
XRD and SEM. Also, the FT-IR vibrations present at 1011 cm
due to hydraulic compounds detected only in gopuram and not in
wall and arch samples. As the lime mortar samples are taken from
the inner part, the possibility of deteriorating agents like wind,
dust and dirt, rain water and atmospheric gases affecting the
mortar are less signicant. The samples taken at gopuram are not
directly exposed to atmospheric air and the humid environment.
Hence carbonation is delayed, and portlandite crystals are ob-
served (Fig. 7). But, in the gopuram samples the complete trans-
formation to calcite has not occurred. Presence of portlandite and
calcium carbonate together helps in self-healing of mortar that
enhances the durability [27].
However, in arch samples, peaks of XRD images indicate the
formation of degradation products such as syngenite
O), gypsum (CaSO
) along with major calcite peaks
throughout the range. Presence of calcium aluminate silicate hy-
drate (CASH) and CSH is detected in the form of vesuvianite and
overite respectively. Long term exposure of the temple to atmo-
spheric pollutants has resulted in the formation of degradation
products. Absorption bands at 714, 874 and 1420 cm
the presence of calcite. The wavelength at 970100 0 cm
from CSH vibrations and absorption band attributed to gypsum are
observed at 3548, 3420, 1143, 1117, 1017, 670 and 603 cm
wave bands at 1624 and 713 cm
may be of amides (proteins)
and calcite respectively. Other bands at 3248, 753 and 643 cm
Fig.5. XRD of ancient lime mortar samples A-arch, G-gopuram and W-wall. GYR
Gyrolite, O Okenite, C Calcite , CMC Calcium/Magnesium Carbonate, P
Portlandite CAH Calcium Alumium Hydrate , A Aragonite S Syngenite and GP
Table 4
Results of thermal analysis.
Sample Weight loss per temperature range (%)
o120 °C120400 °C400550 °C600800 °C
Wall 1.79 2.11 2.67 91.99
Gopuram 5.9 10.80 7.95 72.04
Arch 6.78 15.07 6.99 65.43
Fig. 6. TGA and DTA graph of wall samples.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112 107
indicate the presence of degrading component, syngenite [28].In
TGA (Fig. 8), mortar analysis shows the characteristic peak of
gypsum dehydration at 119139 °C followed by peak of CaCO
decomposition at 728 °C which is in conrmation with XRD. The
peaks about 150 °C is due to overlapping of CSH and ettringite
minerals. Endothermic phenomena at 290400 °C are mainly due
to the thermal decomposition of the syngenite which is possible
only in hydraulic mortars. It also indicates the formation of a new
complex of calcium aluminum silicate hydrate called Vesuvianite.
Long brils of gypsum [29] and syngenite crystals are observed in
SEM images (Fig. 9).
The XRD results identify the formation of deterioration mi-
nerals such as syngenite and gypsum in the arch portion indicating
that the mortar is not structurally sound. The EDX results of arch
samples also validate the results of XRD as it has the elemental
composition of sulphur and potassium which is not found in other
samples (gopuram and wall). The formation of gypsum and syn-
genite leads to expansive forces during its growth causing ex-
tensive cracks and spalls as seen in photographs of arch portion of
temple (Fig. 3b and c). These results are being further reinforced
with the SEM images (Fig. 9) of arch samples showing long brils
of gypsum [29].
From the DTA graph, the dehydration range of alumino silicates
and clay minerals from 200 °C to 650 °C conrms the pozzolanic
reaction. Finely ground shell lime available in coastal areas of
Kerala containing clay impurities of magnesium alumino silicates
would have been mixed and burnt with limes to initiate the
pozzolanic action. Also the presence of potassium in small quan-
tity as indicated by EDX results ensures that the clay or shell lime
is mixed with limestone to enhance the pozzolanic reaction [30].
The evolution of lime mortar starts from burning followed by
wet slaking (hot lime technology), and subsequent grinding. Nat-
ural hydraulic lime is made from lime stone that naturally contains
clay mineral (Si
). Natural hydraulic lime (NHL) gains its
initial strength by hydraulic set followed by strength gain under
carbonation. Momade and Atiemo [31] claims that during lime
burning process, structure of clay particles are broken down at a
temperature 500600 °C, making the substances chemically re-
active. During this process, the hydroxyl ions escapes out, there by
distorting the crystal structure of the clay, nally converting into
active pozzolan. The active clay imparts early strength to the
Hence in conrmation with XRD, the TGA results indicates the
shell lime rich in clay impurities along with limestone dehydrox-
ylate during burning process and acts as a pozzolan imparting
early strength to the mortar. Also, the dehydration of magnesia
between 250 °C and 550 °C is seen in all the mortar samples that
substantially contribute to desirable plasticity [32].
The FT-IR results of ancient samples are given in Fig. 10. In FT-IR
spectrum, the intense peaks for calcite at 711.73, 873.75, 1436.97,
1795.73 and 2513.25 cm
are found in the wall sample. Calcite is
obtained from carbonated lime, silica and feldspar from ag-
gregates. Silica containing minerals are found at 468 cm
In support to organic analysis (Table 3), the peaks 1631.78, 2987
and 2873.94 cm
in FT-IR corresponds to organics. The
1631 cm
peak indicates the presence of amides (proteins)
whereas 2987 and 2873 cm
indicates carbohydrates or poly-
saccharides. In conrmation with organic test and FT-IR, the exo-
thermic effect within the of range 300400 °C in the TGA (Fig.11)
of gopuram indicates the presence of the organic matter.
Clear evidence of a lime silica matrix is presented in Scanning
Electron Micrographs (Fig. 12) showing the typical hydraulic
compounds (CSH and CAH). Amorphous calcium carbonate is
Fig. 7. SEM images of unaltered gopuram mortars (a) and (b) aragonite (Calcite) brous crystals with portlandite.
Fig. 8. TGA and DTA images of degraded mortar at arch.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112108
Fig. 9. SEM Images of degraded mortar at arch (a) and (b) Long brils of gypsum and syngenite crystals (c) Vesuvanite (CASH) (d) formation of small plate like aggregates of
calcium silica gels.
Fig. 10. FT-IR of historic samples: A- Arch, G- gopuram and W-wall.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112 109
found with some perfect crystals of the calcite. It is found that the
co-existence of amorphous and crystalline calcite enhances the
hydration process as more amounts of free lime has been available
for reaction [33].
The EDX results of wall (W
), gopuram (G
) and arch
) samples are presented in Table 5. Calcium, magnesium,
silica, alumina, ferrous and oxygen are present in gopuram and
wall samples. In arch samples, along with above said elements,
Fig. 11. TGA and DTA images of unaltered gopuram mortars.
Fig. 12. SEM of wall samples (a) cementitious lime silica matrix (b) white heap of calcite on sand grain (c) possible gyrolite crystal.
S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112110
sulfur and potassium were also present. Hence in gopuram and
wall samples, the formation of CSH, CAH and calcite is possible
whereas in arch, ettringite and syngenite also exists. Also from the
visual examination, the gopuram mortar is found to be original
and remains in good condition as it is encapsulated inside a
structure (not exposed to atmosphere).
Further, the results substantiate the formation of CSH and CAH
minerals as interpreted in XRD, TGA and SEM.
Though EDX can detect the elements having atomic mass
greater than 7, the results indicates higher amount of carbon up to
26%. The value can be justied as the formation of calcite requires
12 no of carbon, and the remaining may contributed to presence of
organics used in mortar. As already discussed, the presence of
organic admixtures enhances the formation of CSH, and CAH.
Hydrates of calcium silicates and calcium aluminates could modify
the texture and microstructure of lime mortar mix, resulting in
increased hydraulic properties, ultimately resulting in enhanced
mechanical strength. Moreover, CAH imparts compactness and
high exibility to the mix. Addition of carbohydrates also retard
the formation of ettringite (which would lead to the formation of
cracks) and enhance the formation of calcium silicate hydrate
(CSH) and calcium aluminum hydrate (CAH) [33,26].
6. Conclusion
The ancient mortar of Vadakumnathan temple has binder to
aggregate ratio of 1:1.732.4. Presence of clay minerals around 30%
in the binder indicates its eminently hydraulic nature. Finely
ground shell lime rich in clay mineral could have been mixed and
burnt with limestone to initiate the pozzolanic action and also
impart hydraulic character to the mortars. The particle size ana-
lysis of the ancient mortar reveals the presence of silt particles
(more ne particles) around 75% which could be due to the slaking
of shell lime, with lime stone along with silica aggregates and also
attributed by the grinding of the mortar mixture. Organics in the
form of carbohydrates, proteins and fats have been identied in
the mortars. Carbohydrates on fermentation enhances carbonation
within the mortar whereas proteins acts as air entraining agent in
fresh mortars and increases the workability and fat acts as water
proof to mortar and controls the water movement. Organics has
played a vital role in formation of hydrated phases and also in
resisting the environmental degradation. The mortar is complex
multi-phase composites, comprising of abundant formation of
complex CASH and CSH in the form of gyrolite and okenite and
amorphous phase of calcite along with silica aggregates. The for-
mation of hydrothermal forms CSH and CAH in the mortar suggest
that the lime is produced by hot lime technology. Presence of both
portlandite and calcite in the mortar samples contributes to self-
healing of lime mortar which enhances the durability of the
Wall and gopuram mortars of the temple are in good condition
showing complete carbonation and performing better in a rela-
tively high humidity and wet environment. The intensity of dif-
fraction peaks of the historic samples (wall and gopuram) suggests
that there is great amount of amorphous calcium carbonate in the
sample. But, arch locations of the temple show extensive cracks
and spalls. Presence of syngenite and gypsum in arch portion
shows that the mortar is in complete damaged stage, and it needs
attention. However, the main reason for survival of the temple
over centuries was the appropriate construction material used
with hot lime technology.
Our sincere thanks to the staff members of Archaeological
Survey of India, Tirussur circle for their cooperation and support to
collect the information and samples. The author also likes to thank
RAMCO Research and Development Centre and Ms. Karunya, for
help rendered in using XRD.
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17.50 27.90 4.20 3.08 6.13 33.11 0.92 1.13 1.74 1.00
18.91 30.21 7.18 6.68 12.16 12.73 1.56 0.97 1.75 3.89
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S. Thirumalini et al. / Journal of Building Engineering 4 (2015) 101112112
... Thermogravimetric analysis is a common approach, used to analyze the hydration gel products of cementitious materials quantitatively, and this method has also been adapted to the quantitative detection of geopolymer gels [43,44]. According to previous studies, the mass loss at 50-200 °C was caused by the water loss of the geopolymer gels, which was proportional to the number of gels [44,45]. In contrast to cement-based materials, no Ca(OH)2 was produced during the formation of the geopolymer gels, so the thermal loss of calcium hydroxide was not considered. ...
... Thermogravimetric analysis is a common approach, used to analyze the hydration gel products of cementitious materials quantitatively, and this method has also been adapted to the quantitative detection of geopolymer gels [43,44]. According to previous studies, the mass loss at 50-200 • C was caused by the water loss of the geopolymer gels, which was proportional to the number of gels [44,45]. In contrast to cement-based materials, no Ca(OH) 2 was produced during the formation of the geopolymer gels, so the thermal loss of calcium hydroxide was not considered. ...
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Phosphorus slag (PS), an industrial waste slag, has been used in geopolymers because it is rich in silicon and calcium. The poor performance of phosphorus slag-based geopolymer is due to its aluminum deficiency. In this work, low-calcium fly ash, treated by a wet-grinding process, named wet-grinding ultrafine fly ash (WUFA) was used as an Al supplement to replace some of the phosphorus slag, and the wet-grinding, ultrafine fly ash-phosphorus slag (WUFA-PS)-based geopolymer was prepared. The effects of the substitution amount of WUFA and the activator dosage on the hydration properties, mechanical properties, pore structure and SEM of the WUFA-PS geopolymer were discussed in detail. The results indicate that WUFA and more activators contribute to the Al and high alkalinity environment, which positively induces the production of more geopolymer gels, thus releasing more heat and optimizing the pore structure of the matrix. The compressive strength increased by up to 28.1%. The enhanced performance of the WUFA-PS-based geopolymer may also arise from the filling effect and activity improvement of WUFA. This study has proved the feasibility of preparing a geopolymer by blending wet-grinding ultrafine fly ash and phosphorus slag and has provided references for the ratio and performance evaluation of WUFA-PS-based geopolymer concrete.
... b e-mail: (corresponding author) Addition of sticky rice powder to lime putties and concluded that using these admixtures improved efficiency and enhanced their mechanical properties [4]. The use of cactus extract as a bio admixture to class A lime was investigated, and structural and toughness properties were found to improve by almost 50% [5]. Natural polymers were used as organic additives to lime mortar to increase its plastic strength and toughness. ...
... The field test of restoration lime was performed by visual examination and ball test according to IS:1624 [18]. Colour, softness, and hardness were determined by visual examination, which is usually done for class C and class D types of lime mostly used for whitewashing [5]. Lime that is not coarse and has gritty bits greater than 2.30 mm is classified as class 'A' lime. ...
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In the present study, lime-based mortars were analysed to restore an ancient temple situated near the town of Tiruvannamalai in Tamil Nadu, India. Samples were taken from four different locations at the temple. Various techniques such as acid loss analysis, particle size distribution, XRD, XRF, SEM, FTIR, and TGA were employed to characterise ancient mortars and plasters. The binder-to-aggregate ratio was found to be in the range of 1:2.9 to 1:3.2 by acid loss analysis. The presence of organic additives (carbohydrates, proteins, and fats) identified in the analysis of organics was confirmed by FTIR analysis and TGA. Organic additives were added to strengthen the mortar against environmental degradation. The objectives of this study are to investigate the characteristics of traditional materials and techniques employed in the construction of the ancient temple for effective simulation of the conservation process and protection of the temple. The composition of mortars employed in the construction of the temple and the chemical and mineral composition of the binding ingredients used as organic additives were analysed in this study. The optimum binder-to-aggregate ratio for construction was determined to be 1:3. Restoration lime mortar samples matching the ancient mortars were prepared and the chemical and mineralogical properties of fresh and hardened samples, and their durability properties were also studied. It can be concluded that restoration of the temple can be accomplished by preparing suitable lime mortars but with different organic additives.
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This study characterizes the thermal, chemical, mineralogical, and microstructural properties of the materials in a historic buildings. The case walls, located in the historic hub of Karachi, Pakistan, are almost 100 years old and in danger of losing their originality due to the deterioration of the materials. Eleven locations are identified with the help of a thermograph analyzer, and samples consisting of stone, mortar, and plaster are collected for characterization. The analysis is carried out by employing X-ray fluorescence (XRF), X-ray diffraction (XRD), scanning electron microscopy (SEM), and thermogravimetric analysis (TGA). Either calcite or calcium carbonate is found in large quantities in all samples, along with quartz, which is found in significant quantities in the mortar and plaster. The identification of quartz reveals the presence of aggregates in mortar and plaster binder. Moreover, the chemical characterization identifies samples as lime mortar and plaster with high and moderate hydraulicity. Similar results are reported through XRD and TGA, with additional findings of gypsum and portlandite. The appearance of the latter-mentioned minerals, along with calcite, dolomite, feldspar, brucite, and quartz, are verified through microstructural characterization. Moreover, using SEM images, the aggregate size is evaluated, with the presence of medium-to-coarse sand identified in the mortar, and fine-to-medium sand found in plaster. A binder to aggregates was estimated as 1:2.5 for mortar and 1:4.5 for plaster through CaCO3/ SiO2 ratio.
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The use of lime mortar to bind historic masonries exists over centuries. Traditionally natural additives are used in the manufacture of lime mortar to enhance mechanical and durability properties. In this research, the performance of natural hydraulic lime 3.5 (NHL 3.5) mortar was enhanced using neem gum as an additive added in different dosages of 0.1%, 0.2%, and 0.3% by weight of water. The modified NHL 3.5 mortar samples were subjected to fresh-state, mechanical, physical, and durability properties. The impact of organic inclusion in the hydraulic lime matrix on their mechanical and physical characteristics has been investigated. The results showed that organics in the lime matrix significantly increased the hydraulic lime's mechanical characteristics due to the organic’s adhesive nature that solidifies on drying, which also bonded sand and lime particles together. Even though the organic inclusion increased the open total porosity, the strength and durability of lime mortar were enhanced because more micropores were in the range of 0.1–1.0 μm, filling the gap between two consecutive lime particles in the mortar. Organic loading reduced the water absorption since the surfaces of the pores are coated with a layer of hydrophobic non-polar molecules of the admixture. The capillary rise is very much reduced with the addition of a hydrophobic admixture. The reduced capillary rise is due to the smaller pores in the modified NHL3.5 mortars due to the active conversion of 15% of macropores into micropores. That inhibited the capillary intake of water /salt solution. Analytical studies such as X-ray diffraction, TGA, and FTIR analysis have confirmed the new element formation in the organically modified NHL3.5 mortar due to the interaction of carbohydrates and fats with lime particles.
The aim of this study is the conservation and restoration of the valley conical arch of ancient structure - Alamparai fort, India. Restoration and conservation of the ancient buildings need a careful choice in the use of restoration mortars suitable with the original materials of the existing building. The research comprises of three major stages viz., characterization, development of material and testing of the material. To evaluate the properties of the material used in the ancient structure, tests such as Acid loss analysis, Laser particle size distribution, XRD, XRF, FTIR, SEM-EDX, TG-DTA, and organic analysis were performed to identify the type of materials and proportions used. Air lime binder and river sand (1:3) were used primarily with the organic additives of kadukkai and jaggery with the dosage of 12.5% to improve the properties of the restoration mortar. Bricks were also prepared in accordance with the original structure in terms of shape, size, water absorption and compressive strength. It was concluded that the prepared bricks and mortar can be well suited in adopting as a restoration material, fulfilling the criteria of organic, physical, chemical and durability aspects.
Different cleaning technologies have been available for cleaning monumental façades, of stone or mortar. This is not only necessary for aesthetic reasons, but for the removal of salts that promotes conservation, as surface erosion may affect the long term preservation of buildings. The main advantage of eletromigration treatment is its efficacy in the salts removal or reduction in very porous materials, without damaging the original material. Many monuments of North of Portugal have granitic masonry and stonework structures that, sometime, as a result of continuous exposure to the rainwater infiltrations, or in the case of buildings near maritime cost, due to the marine-aerosols influence, salt efflorescence and disaggregation occurs. Hence, it is important to proceed in removal of chloride salts from the contaminated granite walls. This research work deals with electromigration desalination of contaminated “Mondim Yellow Granite” samples, presenting the physical properties, mineral composition, porosity and internal structure. This type of granite was selected because is frequently used in traditional buildings and monuments of the North of Portugal. The aim of the research was to evaluate the desalination effectiveness of electromigration. By its application chloride salts were completely removed and sulfate ions reduction was significant. Differences in effectiveness of the desalination were analyzed and are attributed to the shape of granite specimens. Results obtained demonstrate the viability of application of this electro kinetic procedure for removal of chloride and sulfate ions of granite ashlars of the monuments.
The LB Building 6 is the main logistic building of the Total Agility Logistic Co. Ltd located in Bang Phi district, Samut-Prakan province, Thailand. The building consists of a 2 storey steel structure having steel beams with a typical span of 6.0 m supported by reinforced columns. After a few months of service, cracking and spalls was found on the concrete overlay on the 2nd floor. Preliminary investigations were first performed by the building engineer and it was reported that deflections occurred at the 1-ton forklift moving path zone. Therefore, the capacity of structural elements in the building had to be re-assessed and field measurements of vibration levels were also taken during the peak operation period. To reduce the vibration level as well as deformation of the floor under normal operation, a structural strengthening intervention was made by adding additional steel beams under the hollow core slab as a span shortening technique. Field measurements have shown that the vibrations of the strengthened concrete slab reduced by up to 35% compared to the pre-strengthening measurements, thus confirming the effectiveness of the strengthening intervention. The work reported in this paper also sets the scene for identifying the major decisions for a design engineer starting from on-site inspection to the post-construction supervision.
Repair and restoration of heritage structures have become important as they are the evidence of cultural and historical significance. Strength and durability of lime mortar makes it a good repair material for achieving movement with the old mortar and therefore compatible. Hardening of lime mortar may take centuries to complete and therefore accelerating the hardening process helps in achieving the desired strength earlier. This work aims at studying the impact of organic addition on the physical, mechanical, chemical and durability properties of hydraulic lime mortar to accelerate the hardening. A comparative study of lime mortars with addition of three different organics namely Vitis vinifera (Raisins), Vita vinifera (Zante currant) and Phoenix dactylifera (Dates) were performed. The lime mortar was prepared with binder to aggregate ratio of 1:3, water to binder ratio of 0.75 and with addition of organics in various concentrations (0, 2, 4 and 6%). Bulk density, porosity and water absorption were the physical properties analyzed. The compressive strength was determined for the specimens. The rate of carbonation was determined through the phenolphthalein test. The mineralogical composition of the mortar was identified by using analytical techniques like XRD and FTIR. Capillary rise test was conducted to study the durability of the lime mortar. It was observed that organic addition to lime mortar has enhanced its properties along with an increase in the rate of carbonation and thereby accelerating the hardening. The carbohydrate rich organic additives increased the CO2 content throughout the mortar. Hence increased the strength and durability of lime mortars used in the repair of heritage structures.
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Mortars and concretes employed in ancient structures concern composite materials which have exhibited excellent durability through time. They were used as lining materials in cisterns, wells, aqueducts, shafts and duct drains, as supporting materials for pavements and mosaics, as plasters on external and internal walls, as supporting materials for frescoes and as joint mortars on masonry structures. They were comprised of various binding materials (or mix of them) and natural or artificial aggregates, along with natural or artificial pozzolanic additions, primarily of volcanic origin, that improved their performance and prolonged their longevity. Moreover, various types of organic substances were employed to increase plasticity and regulate setting rates, while fibrous materials were commonly used to obtain greater strengths or to avoid cracks due to the shrinkage during setting. The comprehension of the production procedures employed and of the physico-chemical and mechanical characteristics of such composite materials can be achieved by integrating properly the results of various analyses. Data obtained from tests performed on a large number of historic composites sampled from ancient structures in the Mediterranean Basin permitted the identification of physico-chemical and mechanical characteristics of the most typical mortars encountered in ancient structures.
Lime is arguably the world first true green and versatile building material. The traditional lime binder offers greater durability but less strong compared to cement. The objective of the study is to improve the strength parameters of lime using traditional herbs. Lime mortar prisms (mix proportion: 1:2 i.e., one part of lime to 2 parts of sand) were cast after 15 days of fermentation with traditional herbal extract [aqueous extract of oonjalvalli (Cissus glauca Roxb.), pananchikaai (Cochlospermum religiosum), kulamavu (Persea macrantha), gallnut (Terminalia chebula) and palm jaggery (from Borassus flabellifer)] and tested for its Flexure, Tension and Compressive strengths. The lime mortar prism fermented with plain water was used as control. The transverse strength of herbal lime mortar (5% herbs) is 1.6 times greater than lime mortar fermented with plain water. Besides, there was an increase in the tensile strength by three folds, due to elastic nature of herbal lime mortar. The compressive strength is greatly enhanced up to 2.5 times on the addition of 5% herbs. This may be due to the fact that herbal extract enhanced the density of lime mortar by bringing the particles of lime mortar closer to each other, thereby producing a more compact mass. Traditional structures built with lime mortar, which are more than 4,000 years old like Mohanjo-Daro is still a heritage monument of Indian civilization. It is more appropriate to blend the traditional concept with modern structures. The present work may also help in reviving ancient monuments.
There is traditional practice of using organic additives namely kadukai and jaggery in construction of lime mortar structures since ancient times.Two types of mortars were prepared with five different percentage of kadukai (in raw or boiled form) along with jiggery as nutrient and tested for its compressive strength, bulk density, porosity, carbonation and microbial precipitation of calcium carbonate. The experimental results showed the increase in compressive strength about double the times compared with reference lime mortar. This is due to addition of the growth of Bacteria Bacillus Subtilus in fermented kadukai extract along with jaggery to lime mortar contributes to the enhanced precipitation of Calcite. The reduced porosity was observed and is possibly due to deposition of bacteria cell and plugging of pores. Scanning Electron Microscopy (SEM) reveals the presence of Bacillus Subtilus along with Calcium Carbonate (CaCO3) precipitation which is further confirmed with Fourier Transform Infrared (FT-IR) spectroscopy analysis. The addition of kadukai, in raw or boiled form, produces certain amount of calcium aluminium silicate hydrate contribute the better strength and durability properties of mortars.
In the present study, lime mortar sample from a recently excavated historical site has been analysed by X-ray diffraction (XRD), scanning electron microscope coupled with energy dispersive X-ray system (SEM-EDX), thermogravimetric analysis/differential thermal analysis (TGA/DTA), particle-induced X-ray emission (PIXE) and chemical analysis. From chemical analysis the binder aggregate (B/Ag) ratio of 1 :3 has been reported. Calcite is the most abundant mineral present in the mortar identified by XRD. Microstructure along with texture and elemental composition of the final product was studied with SEM-EDX, which is in agreement with chemical analysis. The weight loss as a function of temperature was studied from thermal analysis. Trace elements were studied by vacuum PIXE.
Morphological characterization and mineralogical studies were performed on fifteen mortar samples collected from three ancient archaeological sites (Wari-Bateshwar, Lalmai-Mainamati, and Paharpur) of Bangladesh. Many cracks and pores were found in the mortar samples of Buddhist Lotus temple of Wari-Bateshwar. Energy dispersive analytical x-ray analysis confirmed the presence of C, O, P, K, Al, Fe, Na, Mg, Mn, Si and Ti in the mortar samples. The absence of Ca in the samples indicates that the clay was used in the architecture as binding materials. In the clay mortar, Si played an important role and with the presence of O 2 , SiO 2 was formed, which strengthened the binder. K, Al, Fe, Na, Mg, Mn, Si and Ti might form compounds like SiO 2 , Fe 2 O 3 , K 2 O, Al 2 O 3 , MgO, MnO, Na 2 O 3 , and TiO 2 with O 2 . The oxidation of Fe +2 produced Fe 2 O 3 which was responsible for breaking down the bonding of mortars. DOI: J. Asiat. Soc. Bangladesh, Sci. 38(2): 145-153, December 2012