Mechanisms of large-scale landslides in China

被引:168
作者
Huang, Runqiu [1 ]
机构
[1] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China
关键词
Large-scale landslide; Rock slope; Model; Stability; Mechanism; China; HAZARD;
D O I
10.1007/s10064-011-0403-6
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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.
引用
收藏
页码:161 / 170
页数:10
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