Analysis of Compression Pile Response Using a Softening Model, a Hyperbolic Model of Skin Friction, and a Bilinear Model of End Resistance-Reference-Cited by-同舟云学术

Analysis of Compression Pile Response Using a Softening Model, a Hyperbolic Model of Skin Friction, and a Bilinear Model of End Resistance

Published:2014-01 Issue:1 Volume:140 Page:102-111
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Zhang Qian-qing¹,Li Li-ping²,Chen Yun-juan³

Affiliation:

1. Lecturer, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; and Lecturer, State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author).

2. Associate Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

3. Ph.D. Candidate, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000640

Reference43 articles.

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3. Briaud J. L. Tucker L. M. and Ng E. (1989). “Axially loaded 5 pile group and single pile in sand.” Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Taylor & Francis London 1121–1124.

4. Simplified Nonlinear Analysis for Settlement Prediction of Pile Groups

5. Experimental research on post grouting under super-long and large-diameter bored pile tip;Cheng Y.;Chin. J. Rock Mech. Eng.,2010

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