Case Study of a Collapse Investigation of Loess Sites Covered by Very Thick Loess–Paleosol Interbedded Strata

Author:

Deng Long-Sheng1,Fan Wen2,Yin Yue-Ping3,Cao Yan-Bo4

Affiliation:

1. Professor, School of Geological Engineering and Surveying, Chang’An Univ., Xi’an 710054, P. R. China; Key Laboratory of Western China Mineral Resources and Geological Engineering, Xi’an 710054, P. R. China.

2. Professor, School of Geological Engineering and Surveying, Chang’An Univ., Xi’an 710054, P. R. China; Key Laboratory of Western China Mineral Resources and Geological Engineering, Xi’an 710054, P. R. China (corresponding author).

3. Professor, China Institute of Geological Environment Monitoring, Beijing 100081, P. R. China.

4. Ph.D. Candidate, School of Geological Engineering and Surveying, Chang’An Univ., Xi’an 710054, P. R. China; Key Laboratory of Western China Mineral Resources and Geological Engineering, Xi’an 710054, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference41 articles.

1. Formation and collapse of metastable particle packings and open structures in loess deposits

2. Design of Foundations Built on a Shallow Depth (Less than 4 m) of Egyptian Macro-Porous Collapsible Soils

3. Assessment of soil collapse prediction methods;Ayadat T.;Int. J. Eng. Trans. B,2011

4. The collapse mechanism in partly saturated soil

5. Bell D. H. P. J. Glassey and M. D. Yetton. 1990. “Chemical stabilisation of dispersive loessical soils Banks Peninsula Canterbury New Zealand.” In Vol. 4 of Proc. 5th Int. Association of Engineering Geology Congress 2193–2208. Rotterdam Netherlands: A. A. Balkema.

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