Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials

As one of the important facilities in mines, the dump has become one of the major hidden dangers of mine safety management due to its large volume and loose structure. In this paper, based on unsaturated seepage theory of soil and practical engineering slope cases, the slope stability calculation mo...
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Autor*in:	Wang Sha [verfasserIn] Mei Guodong [verfasserIn] Xie Xuyang [verfasserIn] Yaoxuan Li [verfasserIn] Yao Lu [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch ; Französisch

Erschienen:	2020

Übergeordnetes Werk:	In: E3S Web of Conferences - EDP Sciences, 2013, 165, p 03030(2020)
Übergeordnetes Werk:	volume:165, p 03030 ; year:2020

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1051/e3sconf/202016503030

Katalog-ID:	DOAJ015724638

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callnumber-first	G - Geography, Anthropology, Recreation
author	Wang Sha
spellingShingle	Wang Sha misc GE1-350 misc Environmental sciences Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
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topic_title	GE1-350 Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
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title	Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
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title_full	Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
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title_sort	slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
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title_auth	Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
abstract	As one of the important facilities in mines, the dump has become one of the major hidden dangers of mine safety management due to its large volume and loose structure. In this paper, based on unsaturated seepage theory of soil and practical engineering slope cases, the slope stability calculation model based on Bishop limit equilibrium method is established. This paper analyzes and calculates the evolution law of slope stability under extreme rainfall, obtains the law of slope stability safety coefficient changing with rainfall under unsaturated characteristics, and puts forward the corresponding countermeasures.
abstractGer	As one of the important facilities in mines, the dump has become one of the major hidden dangers of mine safety management due to its large volume and loose structure. In this paper, based on unsaturated seepage theory of soil and practical engineering slope cases, the slope stability calculation model based on Bishop limit equilibrium method is established. This paper analyzes and calculates the evolution law of slope stability under extreme rainfall, obtains the law of slope stability safety coefficient changing with rainfall under unsaturated characteristics, and puts forward the corresponding countermeasures.
abstract_unstemmed	As one of the important facilities in mines, the dump has become one of the major hidden dangers of mine safety management due to its large volume and loose structure. In this paper, based on unsaturated seepage theory of soil and practical engineering slope cases, the slope stability calculation model based on Bishop limit equilibrium method is established. This paper analyzes and calculates the evolution law of slope stability under extreme rainfall, obtains the law of slope stability safety coefficient changing with rainfall under unsaturated characteristics, and puts forward the corresponding countermeasures.
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title_short	Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
url	https://doi.org/10.1051/e3sconf/202016503030 https://doaj.org/article/1bd1bd296073458b8cc3108554e0abf6 https://www.e3s-conferences.org/articles/e3sconf/pdf/2020/25/e3sconf_caes2020_03030.pdf https://doaj.org/toc/2267-1242
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