Analysis on the Influence of Rainfall Characteristics on the Stability of Granite Residual Soil Slope

Author:

Chen Cheng,Liu Jian-fei,Gong Jun

Publisher

Springer International Publishing

Reference9 articles.

1. Fredlund, D.G., Rahardjo, H.: Soil Mechanics for Unsaturated Soil. China Arichitecture and Building Press, Beijing (1997)

2. Moriwaki, H., Inokuchi, T., Hattanji, T., Sassa, K., Ochiai, H., Wang, G.: Failure processes in a full-scale landslide experiment using a rainfall simulator. Landslides 1(4), 277–288 (2004). https://doi.org/10.1007/s10346-004-0034-0

3. Lin, H.Z., Yu, Y.Z., Li, G.X., et al.: Influence of rainfall characteristics on soil slope failure. Chin. J. Rock Mech. Eng. 28(1), 198–204 (2009)

4. Zhang, J.M., Wang, R., Zhang, G.: Centrifuge modeling of rainfall-induced deformation of slopes with weak layers. Chin. J. Geotech. Eng. 10, 1582–1587 (2010)

5. Ng, C.W.W., Shi, Q.: Influence of rainfall intensity and duration on slope stability in unsaturated soils. Q. J. Eng. Geol. 31(part2), 105–113 (1998)

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