Investigation of Soil Shear-Strength Parameters and Prediction of the Collapse of Gully Walls in the Black Soil Region of Northeastern China-Reference-Cited by-同舟云学术

Investigation of Soil Shear-Strength Parameters and Prediction of the Collapse of Gully Walls in the Black Soil Region of Northeastern China

Published:2011-03 Issue:2 Volume:32 Page:161-178
ISSN:0272-3646
Container-title:Physical Geography
language:en
Short-container-title:Physical Geography

Author:

Dong Yifan¹,Wu Yongqiu¹,Yin Jiayi¹,Wang Yanzai¹,Gou Shiwei¹

Affiliation:

1. a Beijing Normal University

Publisher

Informa UK Limited

Subject

General Earth and Planetary Sciences,Earth and Planetary Sciences (miscellaneous),Atmospheric Science,General Environmental Science

Link

https://www.tandfonline.com/doi/pdf/10.2747/0272-3646.32.2.161

Reference27 articles.

1. Al-Shayea, N. A. (2001) The combined effect of clay and moisture content on the behavior of remolded unsaturated soils. Engineering Geology , Vol. 62, 319-342.

2. Ayers, P. D. (1987) Moisture and bulk density effects on soil shear strength parameters for coarse grained soils. Transactions of the ASAE , Vol. 31, 1282-1287.

3. Collison, A. J. C. (2001) The cycle of instability: Stress release and fissure flow as controls on gully head retreat. Hydrological Processes , Vol. 15, 3-12.

4. Dang, J. Q. and Li, J. (2001) The structural strength and shear strength of unsaturated loess. Journal of Hydraulic Engineering , Vol. 7, 79-83 (in Chinese).

5. Dietrich, W. E. and Gallinatti, J. D. (1991) Fluvial geomorphology. In O. Slaymaker, ed., Field Experiments and Measurement Programs in Geomorphology. Vancouver, Canada: Balkema and UBC Press, 169-229.

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