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Bulletin of Engineering Geology and the Environment

Erschienen in:

01.02.2012 | Original Paper

Mechanisms of large-scale landslides in China

verfasst von: Runqiu Huang

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2012

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Abstract

Large-scale landslides in western China are famous for their size, complex formation mechanism and serious destruction. Data were collected from some typical large-scale landslides in mainland China in the 20th century. A number of geo-mechanical models have been identified: the “three sections” model (sliding; tension cracking; shearing), “retaining wall collapse”, “horizontal-pushing” in horizontal strata; large-scale toppling in counter-inclined strata; the creep-bending–shearing model etc. Large-scale rock landslides are generally accompanied by sudden brittle failure of the “locking section” along the potential sliding surface. The paper discusses the importance of this “locking section” which is key to assessing slope geohazard and to the development of control/mitigation measures.

Vorheriger Artikel Aerodynamic modeling of the Yigong gigantic rock slide-debris avalanche, Tibet, China

Nächster Artikel Development, justification, and verification of a rock fall hazard rating system

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Titel: Mechanisms of large-scale landslides in China
verfasst von: Runqiu Huang
Publikationsdatum: 01.02.2012
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 1/2012
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-011-0403-6

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