Centrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay-Reference-Cited by-同舟云学术

Centrifuge Modeling of Laterally Loaded Pile Groups in Improved Soft Clay

Published:2016-04 Issue:4 Volume:142 Page:04015099
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Taghavi Amirata¹,Muraleetharan Kanthasamy K.²,Miller Gerald A.³,Cerato Amy B.³

Affiliation:

1. Graduate Research Assistant and Ph.D. Candidate, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019 (corresponding author).

2. Kimmell-Bernard Chair in Engineering and David Ross Boyd and Presidential Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

3. Rapp Foundation Presidential Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

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.1943-5606.0001443

Reference47 articles.

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2. Comparison of deep foundation performance in improved and non-improved ground using blast-induced liquefaction;Ashford S.;Soil Dyn. Liquefaction,2000

3. ASTM. (2015). “Standard specification for electric-resistance-welded carbon and alloy steel mechanical tubing.” ASTM A513/A513M New York.

4. Weighted Residual Numerical Differentiation Algorithm Applied to Experimental Bending Moment Data

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