Seepage and Stability Analysis of Fissured Expansive Soil Slope Under Rainfall

Author:

Hou DingguiORCID,Zhou Yunying,Zheng Xinyu

Funder

Hebei Provincial Natural Science Foundation of China

Young Top Talents of Langfang City

Ph. D Foundation Project of North China Institute of Aerospace Engineering

Central Guidance on Local Science and Technology Development Fund of Hebei Province

Hebei Provincial Higher Education Science and Technology Research Project-Top Young Talents Project

Foundation of Hebei Province for Selected Overseas Scholar

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Yin ZZ, Yuan JP, Wei J, Cao XS, Liu HQ, Xu B (2012) Influences of fissures on slope stability of expansive soil. Chin J Geotech Eng 34(12):2155–2161

2. Ito M, Azam S (2013) Engineering properties of a vertisolic expansive soil deposit. Eng Geol 152(1):10–16

3. Jiang H, Wang B, Inyang HI, Liu J, Kai Gu, Shi B (2013) Role of expansive soil and topography on slope failure and its countermeasures, Yun County, China. Eng Geol 152(1):155–161

4. Cheng ZL, Ding JH, Rao XB, Cheng YH, Han XU (2013) Physical model tests of expansive soil slope. Chin J Geotech Eng 36(4):731–740

5. Hou TS, Xu GL, Shen YJ, Wu ZZ, Zhang NN, Wang R (2013) Formation mechanism and stability analysis of the Houba expansive soil landslide. Eng Geol 161:34–43

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