Fig 11 - uploaded by Sayed Mohamed Ahmed
Content may be subject to copyright.
Download
View publication
Finite element model

Finite element model

Source publication
Fig. 1 General view of the TKCSA plant (Hossein & Babaei, n.d.)
Fig. 2 Overview of GECs layout (Hossein & Babaei, n.d.)
Fig. 11 Finite element model
Layers thickness
Details of calculation phases on "Plaxis 3D"
ASSESSMENT OF FACTORS INFLUENCING IMPROVEMENT OF SOFT CLAYS USING GEOSYNTHETIC ENCASED STONE COLUMNS
Conference Paper
Full-text available
  • Dec 2023
A common approach for ground improvement of soft clays is installing stone columns to increase the bearing capacity, reduce the settlement, and accelerate the consolidation time. However, stone columns may not have sufficient capacity in very soft formations due to the lack of confinement of the enfolding soft soils. The contamination of column agg...
Cite
Download full-text

Similar publications

Fig. 3. Total deviatoric strain diagram considering the improved...
Material properties used in the present study [20]
Finite Element Analyses of Geosynthetic Reinforced Unpaved Roads: Dual Benefit of Geosynthetic Application in Load Sustenance and Reduction in Aggregate Thickness
Conference Paper
Full-text available
  • Dec 2023
In real field scenario, most of the rural unpaved roads rest on locally available deformable soil subgrade having generalized shear strength parameters. During the construction and vehicular loading stages, the weak subgrade undergoes deformation, thereby necessitating proper ground improvement to increase the strength of the deformable subgrade. T...
View