Shaft Resistance and Setup Factors for Piles Jacked in Clay-Reference-Cited by-同舟云学术

Shaft Resistance and Setup Factors for Piles Jacked in Clay

Published:2014-03 Issue:3 Volume:140 Page:04013026
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Basu Prasenjit¹,Prezzi Monica²,Salgado Rodrigo²,Chakraborty Tanusree³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

2. Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

3. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001018

Reference64 articles.

1. Strain localization in clay: plane strain versus triaxial loading conditions

2. American Petroleum Institute (API). (1993). Recommended practice for planning designing and constructing fixed offshore platforms – Working stress design 20th Ed. Washington DC.

3. ASTM. (1991). “Standard test method for unconfined compressive strength of cohesive soil.” D2166 West Conshohocken PA.

4. Augustesen A. H. Andersen L. and Sørensen C. S. (2006). “Assessment of time functions for piles driven in clay.” DCE Technical Memorandum No. 1 Dept. of Civil Engineering Aalborg Univ. Aalborg Denmark.

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