Experimental Study on Structural Stability of Expansive Soil-Anchor Cable System Under Dry–Wet Cycle Effect

Author:

Li Tao,Hou Rui,Xu Chen,Liu Bo,Qian Xiao

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference19 articles.

1. Yang, W.D.; Luo, G.Y.; Bo, C.J., et al.: Mechanical properties and reinforcement effect of jointed rock mass with pre-stressed bolt. J. Cent. S. Univ. 27(12), 1–18 (2020)

2. Dai, Z., Chen, S., Li, J.: The failure characteristics and evolution mechanism of the expansive soil trench slope. In: Proceedings of the 2nd Pan-American Conference on Unsaturated Soils. New York (2017).

3. Cheng, Z.L., Ding, J., Rao, X., et al.: Physical model tests of expansive soil slope. Geo-Congress: San Diego, pp. 731–740 (2013)

4. Greco, R.; Guida, A.; Damiano, E., et al.: Soil water content and suction monitoring in model slopes for shallow flowslides early warning applications. Phys. Chem. Earth Parts A/B/C 35(3–5), 127–136 (2010). https://doi.org/10.1016/j.pce.2009.12.003

5. Jia, L.I.: Cause analysis of expensive soil landslide and support of bolt(cable) frame beam. J. Hebei Acad. Sci. 3, 80–84 (2015)

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