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RISClosure to “Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines” by Meisam Goudarzy, Negar Rahemi, Md. Mizanur Rahman, and Tom Schanz
Publisher: American Society of Civil Engineers
Discussion of “Comparing CPT and Vs Liquefaction Triggering Methods” by P. K. Robertson
Publisher: American Society of Civil Engineers
Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines
Publisher: American Society of Civil Engineers
Abstract: There are some attempts to evaluate Hardin’s equation for transition soils, i.e., sand mixed with a systematic increase of fines (particle size≤0.075 mm) content, fc. The most common finding is that maxmium shear ...