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RISSHANSEP-Based Side Resistance of Driven Pipe Piles in Plastic Soils: Revision and LRFD Calibration
Publisher: ASCE
Abstract: The empirical approach adapting the Stress History and Normalized Soil Engineering Properties (SHANSEP) concept relates the average overconsolidation ratio (OCR) of plastic soils to the average pile side adhesion normalized ...
Closure to “Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils” by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm
Publisher: American Society of Civil Engineers
Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils
Publisher: American Society of Civil Engineers