作者: Runqiu Huang
DOI: 10.1007/S10064-011-0403-6
关键词: Landslide classification 、 Geology 、 Geotechnical engineering 、 Landslide mitigation 、 Mainland China 、 Geohazard 、 Shearing (physics) 、 Retaining wall 、 Brittleness 、 Landslide
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 mainland the 20th century. A number of geo-mechanical models have been identified: “three sections” model (sliding; tension cracking; shearing), “retaining wall collapse”, “horizontal-pushing” horizontal strata; toppling counter-inclined creep-bending–shearing etc. rock generally accompanied by sudden brittle failure “locking section” along potential sliding surface. The paper discusses importance this which is key to assessing slope geohazard development control/mitigation measures.