Numerical simulation was carried out on a 6 m high embankment and crest width of 2 m composed of four different type of soils varying in their particle size: silty …
Author
Siddhartha Sengupta
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A comparision study is carried out to analyze the deformation characteristics of a 4 m high embankment resting on layered soft soil strata with and without pile reinforcement using numerical …
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Polypropylene reinforcement is a common method of strengthening soil. The aim of the present study is to understand the behavior of randomly distributed discrete polypropylene reinforced cohesive soil subjected to …
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Liquefaction is a devastating manifestation of earthquake. Liquefaction takes place when seismic shear waves pass through a saturated granular soil layer. These shear waves distort the grain structure of soil, …
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Liquefaction is the phenomena when there is loss of strength in saturated and cohesionless soils because of increased pore water pressures and hence reduced effective stresses due to dynamic loading. …
