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YIELD STRENGTH RATIO AND LIQUEFACTION ANALYSIS OF SLOPES AND EMBANKMENTS (2003)
This paper presents a procedure to evaluate the triggering of liquefaction in ground subjected to a static shear stress using the yield or peak strength ratio back-calculated from available static loading- and deformation-induced liquefaction flow failures.
Reference:
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING - ASCE / AUGUST 2003
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING - ASCE / AUGUST 2003
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Project Manager, URS Corporation
Project Manager, URS Corporation
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