Search
CSV
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 ...
Common-Origin Approach to Assess Level-Ground Liquefaction Susceptibility and Triggering in CPT-Compatible Soils Using ΔQ
Publisher: ASCE
Abstract: Current engineering practice employs clean sand–based procedures to evaluate liquefaction triggering in nonplastic, coarse-grained soils and low-plasticity, fine-grained soils below level or mildly-sloping ground. Furthermore, ...
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
Linear Trendlines to Assess Soil Classification from Cone Penetration Test Data
Publisher: American Society of Civil Engineers
Abstract: The data format developed by Robertson and his coworkers to assess soil behavior type with cone penetration test data using a series of concentric circles can provide an unreliable assessment in overconsolidated soils. ...