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Estimation of Undrained Shear Strength of Overconsolidated Clay Using a Maximum Excess Pore Pressure Method Based on Piezocone Penetration Test (CPTU)

Liu, LL; Cai, GJ; Liu, XY; Li, XP; Liu, SY; Puppala, AJ

Cai, GJ (corresponding author), Southeast Univ, Inst Geotech Engn, Nanjing 211189, Peoples R China.

GEOTECHNICAL TESTING JOURNAL, 2021; 44 (4): 1153

Abstract

Many methods can be used to evaluate the undrained shear strength (s(u)) in unconsolidated or normally consolidated clay. However, among the many meth......

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