Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory

Author:

Chen Zhao-geng1,Zhang Qian-qing2,Xing Yu-cheng1,Wang Shao-lei3,Zhao Yi-hua3,Cui Wei4

Affiliation:

1. Master’s Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

2. Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; Research Institute of New Material and Intelligent Equipment, Shandong Univ., Dezhou 251100, China (corresponding author).

3. Senior Engineer, Shandong Luqiao Group CO., Ltd., Jinan 250021, China.

4. Associate Professor, School of Qilu Transportation, Shandong Univ., Jinan 250002, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference41 articles.

1. Development of Axial Pile Load Transfer Curves Based on Instrumented Load Tests

2. Effects of installing displacement piles in a high OCR clay

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

4. Simplified Nonlinear Analysis for Settlement Prediction of Pile Groups

5. Analysis of pile group by infinite layer method

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