Existence of these soils, sometimes with high gypsum content, caused difficult problems to the buildings and strategic projects due dissolution leaching by action waterflow through soil mass. In this research, a new technique is adopted investigate performance replacement geosynthetic reinforcement materials improve gypseous behavior experimential set up manufactured loaclally specially for wor...

This paper presents the bearing capacity determination of strip footing placed on sand underlain by clay and subjected to inclined loading. The equation is derived within framework limit equilibrium following projected area approach. inclinations load spread were selected performing an additional finite element analysis. A parametric study was conducted highlight effect various input parameters...

The aim of the present numerical study was to analyse pressure settlement behaviour and bearing capacity asymmetric plus shaped footing resting on loose sand overlying dense at varying embedment depth. investigation carried out using ABAQUS software. effect depth embedment, friction angle upper lower layer thickness studied in this investigation. Further, comparison results made between symmetr...

This research was performed to investigate the behavior of strip footing on geosynthetic reinforced sandy soil and to study the effect of different parameters contributing to their performance using laboratory model tests. The parameters investigated in the study included top layer spacing (u), width of reinforcement (b), vertical spacing between layers (s) and number of reinforcement layers (N...