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RISClosure to “<i>Density Variation in Specimens Subjected to Cyclic and Monotonic Loads</i>” by Paul A. Gilbert and William F. Marcuson III (January, 1988, Vol. 114, No. 1)
Publisher: American Society of Civil Engineers
Density Variation in Specimens Subjected to Cyclic and Monotonic Loads
Publisher: American Society of Civil Engineers
Abstract: The undrained cyclic triaxial test is widely used to evaluate the seismically induced liquefaction potential of saturated cohesionless soil. Concern that internal‐void‐ratio changes (redistribution) due to testing ...
Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils
Publisher: American Society of Civil Engineers
Abstract: Following disastrous earthquakes in Alaska and in Niigata, Japan in 1964, Professors H. B. Seed and I. M. Idriss developed and published a methodology termed the “simplified procedure” for evaluating liquefaction resistance ...