Landslide features of gentle inclined red sandstones and their alarming analyses
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Landslide features of gentle inclined red sandstones and their alarming analyses
Vol. 27, Issue 11, (2006)
作者机构:
1. 中国科学院武汉岩土力学研究所,武汉,430071
2. 上海市岩土地质研究院有限公司,上海,200072
3. 湖北沪蓉西高速公路指挥部,湖北,恩施,445000
4. 湖北省国土资源厅,武汉,430061
作者简介:
基金信息:
DOI:
CLC:TU457
Online First:04 December 2013,
Published:2006
稿件说明:
移动端阅览
YUAN Cong-hua, WANG Rong-biao, ZHOU Jian, et al. Landslide features of gentle inclined red sandstones and their alarming analyses[J]. 2006, 27(11).
DOI:
YUAN Cong-hua, WANG Rong-biao, ZHOU Jian, et al. Landslide features of gentle inclined red sandstones and their alarming analyses[J]. 2006, 27(11).DOI:
Landslide features of gentle inclined red sandstones and their alarming analyses
which is composed of gentle inclined argillaceous sandstone. By investigation of the slope
its engineering geologic conditions
buried weak layers
gullies’ relationships
strength parameters and the development of fractures are acquired and analyzed. Based on the knowledge of landslides of red sandstones
residents on it can remove to safety place before the onset of the landslide; and then heavy accident can be avoided. The intrinsic factors of red sandstones’ landslides are buried weak layers and the formation of their free faces; and the external course is the decrease of shear strength due to the heavy rainfalls. Chaoyang slope is a good example of landslides; and its analyses should be useful for any workers related to landslides.
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Evaluation of landslide susceptibility degree based on catastrophe theory
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
Surface displacement field measurement for landslide model test based on computer aided inspection
Experiment results and analysis of landslide monitoring by using GPS PPP technology
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