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Sandyapogu Peddaiah, Jyant Kumar
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Effect of high frequency excitation cycles on shear moduli and damping of dry silty sand
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Niigata Earthquakes, 1964 building damage and soil condition
10.3208/sandf1960.6.2_14 · doi-reference
Laboratory evaluation of the behavior of a geotextile reinforced clay
10.1016/j.geotexmem.2009.12.002 · doi-reference
Liquefaction resistance of Babolsar sand reinforced with randomly distributed fibers under cyclic loading
10.1016/j.soildyn.2014.07.011 · doi-reference
Assessment of friction properties at geotextile encapsulated-sand systems' interfaces used for coastal protection
10.1016/j.geotexmem.2015.12.002 · doi-reference
Changes of permeability of nonwoven geotextiles due to clogging and cyclic water flow in laboratory conditions
10.3390/w9090660 · doi-reference
Micromechanical investigation of liquefaction of granular media by cyclic 3D DEM tests
10.1680/jgeot.18.p.267 · doi-reference
Behaviour of saturated railway track foundation materials during undrained cyclic loading
10.1139/cgj-2017-0196 · doi-reference
Effects of reinforcement on liquefaction resistance of solani sand
10.1061/(asce)gt.1943-5606.0000645 · doi-reference
Effects of low-number previbration cycles on dynamic properties of dry sand
10.1061/(asce)1090-0241(1999)125:11(979) · doi-reference
Soil-geotextile interface friction by direct shear tests
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Cyclic stress conditions causing liquefaction of sand
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