Probabilistic Procedure for Evaluating the Liquefaction Potential of Cohesionless Soil Using Standard Penetration Test

Author:

Deviprasad B. S.ORCID,Banerjee Subhadeep

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference37 articles.

1. Seed HB, Idriss IM (1971) Simplified procedure for evaluating soil liquefaction potential. J Soil Mech Found Div 97(9):1249–1273

2. Dobry R, Martin GR, Parra E, Bhattacharyya A (1982) Prediction of pore water pressure build up and liquefaction of sands during earthquakes by the cyclic strain method. National Bureau of Standards Publication, Gaithersburg, MD

3. Davis RO, Berrill JB (1982) Energy dissipation and seismic liquefaction in sands. Earthq Eng Struct Dynam 10:59–68. https://doi.org/10.1002/eqe.4290100105

4. Law KT, Cao YL, He GN (1990) An energy approach for assessing seismic liquefaction potential. Can Geotech J 27(3):320–329. https://doi.org/10.1139/t90-043

5. NRC (National Research Council) (1985) Liquefaction of soils during earthquakes. committee on earthquake engineering, commission on engineering and technical systems. National Academy Press, Washington DC, USA

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