Field Tests, Modification, and Application of Deep Soil Mixing Method in Soft Clay

Author:

Chen Jin-Jian1,Zhang Lianyang2,Zhang Jun-Feng3,Zhu Yan-Fei4,Wang Jian-Hua5

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

2. Assistant Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).

3. Graduate Student, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

4. Deputy Chief Engineer, Shanghai Tunnel Engineering Co., Ltd, Shanghai 200082, China.

5. Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference18 articles.

1. Improved Prediction of Lateral Deformations due to Installation of Soil-Cement Columns

2. Lateral Displacement of Ground Caused by Soil–Cement Column Installation

3. Chen J. J. Hou Y. Q. Zhu Y. F. Wen S. L. and Wang J. H. (2011). “Numerical analysis for the influence of a cut-and-cover tunnel on underlying metro tunnels.” Proc. 24th ICTPA Annual Conf. & NACGEA Int. Symp. on Geo-Trans D. Jia J. H. Xu L. P. Yan J. P. Hu and X. Y. Wu eds. International Chinese Transportation Professional Association (ICTPA) Los Angeles.

4. Coastal Development Institute of Technology (CDIT 2002). The deep mixing method: Principle design and construction . A. A. Balkema Amsterdam Netherlands.

5. Responses of Excess Pore Water Pressure in Soft Marine Clay around a Soil–Cement Column

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