Evaluation of a Dike Damaged by Pile Driving in Soft Clay-Reference-Cited by-同舟云学术

Evaluation of a Dike Damaged by Pile Driving in Soft Clay

Published:2005-11 Issue:4 Volume:19 Page:300-307
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Shen Shui-Long¹²³⁴,Han Jie¹²³⁴,Zhu He-Hua¹²³⁴,Hong Zhen-Shun¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., 1954 Hua Shan Rd., Shanghai 200030, P. R. China. E-mail:

2. Associate Professor, Civil,. Environmental, and Architectural Engineering (CEAE) Dept., The Univ. of Kansas, 2150 Learned Hall, 1530 W. 15th St., Lawrence, KS 66045-7609. E-mail:

3. Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, P. R. China.

4. Professor, Institute of Geotechnical Engineering, School of Transportation Engineering, Southeast Univ., 2 Sipailou, Nanjing, Jiangsu 210096, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282005%2919%3A4%28300%29

Reference17 articles.

1. Undrained Shear Strength of Clay Improved with Sand Compaction Piles

2. Bjerrum L. (1973). “Problems of soil mechanics and construction on soft clay and structurally unstable soils.” Proc. 8th Int. Conf. on Soil Mechanics and Foundation Engineering Moscow 3 111–157.

3. Ground Response during Pile Driving

4. Discussion of “Necessary Redundancy in Geotechnical Engineering” by Jorj O. Osterberg (November, 1989, Vol. 113, No. 11)

5. New aspects of soil fracturing in clay;Massarsch K. R.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1978

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