Simplified Calculation Approach for Settlement of Single Pile and Pile Groups

Author:

Zhang Qian-qing1,Zhang Zhong-miao2

Affiliation:

1. Ph.D. Lecturer, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; Ministry of Education Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou, 310058, China (corresponding author).

2. Professor, Ministry of Education Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou, 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Reference39 articles.

1. Boundary element analysis of axially loaded piles embedded in a multi-layered soil

2. Briaud J. L. Tucker L. M. and Ng E. (1989). “Axially loaded 5 pile group and single pile in sand.” Proc. Int. Conf. Soil Mechanics and Foundation Engineering Publications Committee of the XII Ics Rio de Janeiro 2 1121–1124.

3. Settlement analysis of pile groups in layered soils

4. Pile foundation analysis: A simple approach to nonlinearity effects;Caputo V.;Riv. Ital. Geotec.,1984

5. Simplified Nonlinear Analysis for Settlement Prediction of Pile Groups

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