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2018 | OriginalPaper | Chapter

A Simple Method for Evaluating Progressive Failure Process of Rainfall-Induced Shallow Landslide

Authors : Yang Tang, KunLong Yin, Wei Wu

Published in: Proceedings of China-Europe Conference on Geotechnical Engineering

Publisher: Springer International Publishing

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Abstract

Rainfall-induced shallow landslide is a significant issue in the south and southwest of China. It generally exhibits the behavior of progressive failure. However, the overall stability of coefficients can’t reflect the development of the local failure. In this article, a simple method, which is utilizing the progressive failure combined with the improved Green-Ampt model, is proposed to solve this problem during the rainfall. Taking the Guzhang shallow landslide as an example, it shows that the initial failure area of the shallow landslide is revealed in the front and middle of the landslide during the rainfall.

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previous chapter Impact of Root System on Soil Strength in Shallow Landslide
next chapter Dimensionless Stability Charts for c- Slopes with Tension Cracks Subject to Seismic Action
Literature
1.
Tang, Y., Yin, K.L., Liu, L., Zhang, L., Fu, X.L.: Dynamic assessment of rainfall-induced shallow landslide hazard. J. Mt. Sci. 14(7), 1292–1301 (2017)CrossRef
2.
Wang, F.D.: Preliminarily study on features of shallow accumulation landslide and relationship between it and precipitation. Hydrogeol. Eng. Geol. 1, 20–23 (1995)
3.
Guo, X., Zhao, C.G., Yu, W.W.: Stability analysis of unsaturated soil slope and its progress. China Saf. Sci. J. 15(1), 14–18 (2005)
4.
Khan, Y.A., Lateh, H.: Failure mechanism of a shallow landslide at Tun-Sardon road cut section of Penang Island, Malaysia. Geotech. Geol. Eng. 29(6), 1063 (2011)CrossRef
Metadata
Title
A Simple Method for Evaluating Progressive Failure Process of Rainfall-Induced Shallow Landslide
Authors
Yang Tang
KunLong Yin
Wei Wu
Copyright Year
2018
Book
Proceedings of China-Europe Conference on Geotechnical Engineering

Print ISBN: 978-3-319-97114-8

Electronic ISBN: 978-3-319-97115-5

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-3-319-97115-5_140