Simple Modifications to a Direct Shear Device to Perform Constant Normal Stiffness (CNS) Tests
Author:
Affiliation:
1. Dept. of Ocean, Civil, and Environmental Engineering, Univ. of Rhode Island, Narragansett, RI.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484678.052
Reference12 articles.
1. Estimation of Pile Friction Degradation from Shearbox Tests;Airy D.;ASTM Geotechnical Testing Journal,1992
2. Boulon M. and Foray P. (1986). “Physical and Numerical Simulation of Lateral Shaft Friction Along Offshore Piles in Sand ” Proceedings Third International Conference on Numerical Methods in Offshore Piling Nantes France published by Editions Technip Paris France 127–147.
3. Microscale Observation and Modeling of Soil-Structure Interface Behavior Using Particle Image Velocimetry
4. Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior
5. Lateral Stress Changes and Shaft Friction for Model Displacement Piles in Sand;Lehane and White;Canadian Geotechnical Journal,2004
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