Beam on Nonlinear Winkler Foundation and Modified Neutral Plane Solution for Calculating Downdrag Settlement

Author:

Wang Rui1,Brandenberg Scott J.2

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Hydroscience and Engineering, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor and Vice Chair, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference25 articles.

1. Bjerrum L. Johannessen I. J. and Eide O. (1969). “Reduction of negative skin friction on steel piles to rock.” Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Sociedad Mexicana de Mecanica Mexico City 27–34.

2. Boulanger R. W. and Brandenberg S. J. (2004). “Neutral plane solution for liquefaction-induced downdrag on vertical piles.” Proc. ASCE Geo-Trans Conf. GSP 126 ASCE Reston VA. 27–31.

3. Boulanger R. W. Kutter B. L. Brandenberg S. J. Singh P. and Chang D. (2003). “Pile foundations in liquefied and laterally spreading ground during earthquakes: Centrifuge experiments and analyses.” Rep. No. UCD/CGM-03/01 Center for Geotechnical Modeling Dept. of Civil Engineering Univ. of California Davis CA.

4. Endo M. Minou A. Kawasaki T. and Shibata T. (1969). “Negative skin friction acting on steel piles in clay.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 85–92.

5. Esmail H. (1996). “Neutral plane of single piles in clay subjected to surcharge loading.” M.S. thesis Concordia Univ. Montréal.

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