Probing of synthetical classification of slope/landslides in northwest mountain area of Hubei province
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Probing of synthetical classification of slope/landslides in northwest mountain area of Hubei province
Vol. 32, Issue 9, (2011)
作者机构:
1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
2. 湖北省十漫高速公路建设指挥部,湖北,十堰,442011
作者简介:
基金信息:
DOI:
CLC:TU457
Online First:13 September 2011,
Published:2011
稿件说明:
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REN Wei-zhong, FAN Jian-hai, KONG Ling-wei, et al. Probing of synthetical classification of slope/landslides in northwest mountain area of Hubei province[J]. 2011, 32(9).
DOI:
REN Wei-zhong, FAN Jian-hai, KONG Ling-wei, et al. Probing of synthetical classification of slope/landslides in northwest mountain area of Hubei province[J]. 2011, 32(9).DOI:
Probing of synthetical classification of slope/landslides in northwest mountain area of Hubei province
Northwest mountain area of Hubei province is landslide-prone area in China. By transportation
utilities
energy
resources and other infrastructure construction greatly being underway
a large number of excavation-type and reservoir storage-type landslide may be triggered in future. The swift establishment of a synthetical classification system for the regional slope/landslide is the basic work for further researching the regional slope/landslide of the development of the law of distribution
deformation & failure mechanism
space-time forecasts and the corresponding treatment policy. The synthetical classification system can also provide basic achievement data for future in-depth study of the region slope/landslide problem. This article first discusses the establishment of the regional slope/landslide of the basic principles of a synthetical classification system and clear the three most important characteristics of building the regional slope/landslide system. After that
this article presents multilevel block diagram of the synthetical classification system. After in-depth analysis of the typical slope major categories of the synthetical classification system
this article preliminary classifies 19 typical slopes. Some typical engineering examples are listed. The deformation
failure pattern and mechanism of those kinds of slopes/landslides in this region is preliminary analyzed. Some suggestions for analytical method and countermeasures of those kinds of slopes/landslides are put forward.