Treatment for Expansive Soil Channel Slope with Soilbags-Reference-Cited by-同舟云学术

Treatment for Expansive Soil Channel Slope with Soilbags

Published:2013-10 Issue:4 Volume:26 Page:657-666
ISSN:0893-1321
Container-title:Journal of Aerospace Engineering
language:en
Short-container-title:J. Aerosp. Eng.

Author:

Liu Sihong¹,Bai Fuqing²,Wang Yisen³,Wang Shan⁴,Li Zhuo⁴

Affiliation:

1. Professor, Research Institute of Hydraulic Structures, Hohai Univ., Nanjing 210098, China.

2. Research Associate, Research Institute of Hydraulic Structures, Hohai Univ., Nanjing 210098, China (corresponding author).

3. Professor, Experts’ Committee of the South-to-North Water Diversion Project Commission of the State Council, Beijing 100142, China.

4. Research Associate, Research Institute of Hydraulic Structures, Hohai Univ., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AS.1943-5525.0000198

Reference18 articles.

1. Bao C. G. and Ng C. W. W. (2000). “Some thoughts and studies on the prediction of slope stability in expansive soils.” Proc. 1st Asian Conf. on Unsaturated Soils Balkema Rotterdam Netherlands 15–32.

2. Chen F. H. (1988). Foundation on expansive soils Elsevier Amsterdam Netherlands.

3. Day R. W. (2000). Geotechnical engineer's portable handbook McGraw Hill New York.

4. Desai I. D. and Oza B. N. (1997). “Influence of anhydrous calcium chloride on shear strength of expansive soils.” Proc. 1st Int. Symp. on Expansive Soils HBTI Kanpur India 4-1–4-5.

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