Drilled Shaft Axial Design Values: Predicted Versus Measured Response in a Calcareous Clay-Reference-Cited by-同舟云学术

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Drilled Shaft Axial Design Values: Predicted Versus Measured Response in a Calcareous Clay

Published:2002-02 Issue: Volume: Page:
ISSN:
Container-title:Deep Foundations 2002
language:
Short-container-title:

Author:

Camp W. M.¹²³,Mayne Paul W.¹²³,Brown Dan A.¹²³

Affiliation:

1. Senior Engineer, S&ME, Inc., 840 Low Country Blvd, Mount Pleasant, SC 29464.

2. Professor, Geosystems Engineering, Georgia Institute of Technology, School of Civil and Environmental Engineering, Atlanta, GA 30332-0355.

3. Gottlieb Assoc. Professor of Civil Engineering, Harbert Engineering Center, Auburn University, Auburn, AL 36849-5337.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40601%28256%29108

Cited by 6 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A Seismic Site Factor Adjustment Framework for Sloping Grounds and Its Application to Charleston, South Carolina;Journal of Earthquake Engineering;2024-06-24

2. Assessment of Several Nominal Resistance Interpretation Criteria for Drilled Foundations;Journal of Geotechnical and Geoenvironmental Engineering;2022-02

3. Effective friction angle of clays and silts from piezocone penetration tests;Canadian Geotechnical Journal;2018-09

4. True Three-Dimensional Soil Classification Based on CPTu Data;GeoCongress 2012;2012-03-29

5. Friction in granular media;Meso-Scale Shear Physics in Earthquake and Landslide Mechanics;2009-09-24

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