Effects of Soil Properties and Input Motion on Liquefaction Zones in Backfill and Subsoil of Quay Walls

Author:

Pushpa K.,Prasad S. K.,Nanjundaswamy P.

Publisher

Springer Nature Singapore

Reference8 articles.

1. Rollins KM, Seed HB (1990) J Geotech Engr Div ASCE 116(2):165–185

2. Liao SSC, Veneziano D, Whitman RV (1988) Regression models for evaluating liquefaction probability. J Geotech Eng 114(4):389–409

3. Seed RB, Cetin KO, Moss RE, Kammerer AM, Wu J, Pestana JM, Riemer MF, Sancio RB, Bray JD, Kayen RE, Faris A (2003) Recent advances in soil liquefaction engineering: a unified and consistent framework. In: Proceedings of the 26th annual ASCE Los Angeles geotechnical spring seminar, ASCE

4. Westergaard M (1931) Water pressure on dams during earthquakes. Trans ASCE. Paper No. 1835, pp 418–433

5. Kramer SL, Seed HB (1988) Initiation of Soil Liquefaction under Stat- ic Loading Conditions. J Geotech Eng 114:412–430

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