1. Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading;Monkul;Soil Dyn Earthq Eng,2015
2. Kuerbis R, Negussey D, Vaid YP. Effect of gradation and fine content on the undrained response of sand. In: Proceedings of the hydraulic fill structure. New York: Geotechnical Special Publication 21, ASCE; 1988, p. 330–45.
3. Finn WL, Ledbetter RH, Wu G. Liquefaction in silty soils: design and analysis. In: Proceedings of the ground failures under seismic conditions. New York: Geotechnical Special Publication No. 44, ASCE; 1994, p. 51–76.
4. Vaid VP. Liquefaction of silty soils. In: Proceedings of the ground failures under seismic conditions. Geotechnical Special Publication No. 44, ASCE; 1994, p. 1–16.
5. Thevanayagam S, Fiorillo M, Liang J. Effect of non-plastic fines on undrained cyclic strength of silty sands. In: Proceedings of the sessions of geo-denver 2000. ASCE Geotechnical Special Publication; 2000, p. 77–91.