Determination of the internal stability of reinforced soil walls under earthquake conditions is an important part of seismic design. The horizontal method of slices is used for determining internal stability or for tieback analysis of the reinforced soil wall. A pseudo-dynamic method is adopted in the present analysis, which considers the effect of phase difference in both the shear and primary...

A new method of evaluating strains and predicting required protection layers that are placed over geomembranes is developed based on the combined effects clay strength stiffness cushioning effect a nonwoven layer. Plots giving geotextile for different maximum presented expected landfill pressures under 300 kPa angular, 38 mm gravel above geomembrane liner both drained undrained loading conditio...

Water is a very precious natural resource. When this precious resource moves through the canals certain part of the water is lost by seepage, evaporation etc. This loss is known as conveyance loss. The conveyance loss was calculated experimentally by different researcher on different canals around the world. In this paper author have tried to review some of the research work and recommend an av...

Soft clays are problematic soils as they present high compressibility and low shear strength. There several methods for improving in situ conditions of soft clays. Based on the geotechnical problem's geometry characteristics, may require reinforcement to restrain instability construction settlements. Granular columns reinforced by geosynthetic material widely used reduce settlements embankments...