Zuhair Hacheem

Zuhair Hacheem
Texas A&M University | TAMU · Department of Civil Engineering

About

11
Publications
1,320
Reads
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7
Citations
Citations since 2017
8 Research Items
7 Citations
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Introduction
Zuhair Hacheem currently works at Ministry of Higher Education and Scientific Research / AL- mustansiriyah University. / College of Engineering / Water Resources Engineering Department

Publications

Publications (11)
Article
Full-text available
Ring footing represents a significant structural member in different applications such as fuel or water storage tanks in addition to other structures. The advantage of this type of footing is related to the ability to reduce the weakness of some soils that may affect the safety of structures. An experimental testing program was conducted by using a...
Article
A present study investigates the influence of employing Chopped Carbon Fibre (CCF) on the characteristics of gypsum plaster (compressive strength and Density). The study plan consists of four gypsum plaster mixtures; these mixtures are classified into two categories based on their (Water/Gypsum Plaster) ratios (0.6 & 0.7). Every set subdivided by t...
Article
In this study, two I-steel beams were tested under the application of vertical concentrated load. These beams can be distinguished as one without strengthening bottom plate and the second one is with an additional strengthening bottom plate. The tested beams have the same physical properties, i.e. clear span length and sectional area. To ensure the...
Conference Paper
Full-text available
Six simply supported deep beams were tested to show the influence of prestressing strand on the behavior of reinforced concrete deep beams. All tested beams have same gross sectional area (42000) mm2 , compressive strength (30) MPa, clear span length (1000) mm, longitudinal and vertical reinforcement and the strengthened beams are strengthening by...
Article
Full-text available
Now, using of geogrids as strengthening material are extend used, especially to enhancement of concrete elements as inter layers concrete applications, eight beams were tested to explain the effect of geogrid on the behavior of reinforced concrete beams. Beams tested had equal cross-sectional dimension (100 mm x 200 mm), compressive strength ( f’c...
Thesis
Supplemental structural control has become a focus for researchers to improve structural performance and to maintain structural safety during hazardous events and corresponding loads. For structures without supplemental control systems, the dynamic interaction between the structure and the soil can have significant impact on the structure response,...
Article
Full-text available
This paper is an experimental study to investigate the effect of concrete compressive strength on the structural behavior of continuous reinforced concrete deep beams to utilize the results on the piles caps works. Three nominal concrete compressive strengths 50, 60 and 70 MPa obtained by self-compacting concrete were frequently used with four grou...
Article
Full-text available
This paper is focused on the effect of shear reinforcement on the structural behavior of continuous reinforced concrete deep beams to employ the results on the piles caps works. Experimental study using self-compacting concrete with constant compressive strength nominally equals 60 MPa were frequently used with three groups of shear span-to-depth r...
Article
Full-text available
Base isolation systems have become a significant element of a structural system to enhance reliability during an earthquake. One type of base isolation system is Friction Pendulum Bearing in which the superstructure is isolated from the foundation using specially designed concave surface and bearing to allow sway under its own natural period during...

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