Design Problems in Soil Liquefaction
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[1] Kenneth L. Lee,et al. ANALYSIS OF THE SHEFFIELD DAM FAILURE , 1969 .
[2] W. F. Marcuson,et al. Dynamic analysis of Fort Peck Dam , 1976 .
[3] H. Bolton Seed,et al. Evaluation of Liquefaction Potential Using Field Performance Data , 1983 .
[4] A. Casagrande. Liquefaction and cyclic deformation of sands-a critical review. , 1976 .
[5] Gonzalo Castro,et al. Liquefaction Evaluation Procedure , 1985 .
[6] Riley M. Chung,et al. Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations , 1985 .
[7] G. Yamada. DAMAGE TO EARTH STRUCTURES AND FOUNDATIONS BY THE NIIGATA EARTHQUAKE JUNE 16, 1964, IN JNR. , 1966 .
[8] Kenji Ishihara,et al. Post-Earthquake Failure of a Tailings Dam Due to Liquefaction of Pond Deposit , 1984 .
[9] Gonzalo Castro,et al. Liquefaction and Cyclic Mobility of Saturated Sands , 1975 .
[10] A. Casagrande,et al. Role of the "Calculated Risk" in Earthwork and Foundation Engineering , 1965 .
[11] Shiro Mishima,et al. CHARACTERISTICS OF LANDSLIDES AND EMBANKMENT FAILURES DURING THE TOKACHIOKI EARTHQUAKE , 1970 .
[12] Ralph B. Peck. LIQUEFACTION POTENTIAL: SCIENCE VERSUS PRACTICE , 1979 .
[13] H B Seed,et al. Considerations in the earthquake-resistant design of earth and rockfill dams , 1979 .
[14] Alec Westley Skempton,et al. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation , 1986 .