Analysis of High Side Slope Stability and Some Experiences from Practices

Li Gang; Zhou Xianghui

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2005 > 19(3): 155-159

Li Gang, Zhou Xianghui. Analysis of High Side Slope Stability and Some Experiences from Practices[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 155-159.

Citation:

Li Gang, Zhou Xianghui. Analysis of High Side Slope Stability and Some Experiences from Practices[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 155-159.

Li Gang, Zhou Xianghui. Analysis of High Side Slope Stability and Some Experiences from Practices[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 155-159.

Citation:

Li Gang, Zhou Xianghui. Analysis of High Side Slope Stability and Some Experiences from Practices[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2005, 19(3): 155-159.

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Analysis of High Side Slope Stability and Some Experiences from Practices

Li Gang¹,
Zhou Xianghui²

1. The 1st Highway Survey and Design Institute of China, Xi'an Shanxi 710075;
2. Shanxi Highway Administration, Xi'an Shanxi 710068 China

Received Date: 2005-02-28

Abstract

Abstract

The method of applied engineering classification of high side slope is analysed and discussed. Some main problems are analysed,such as the typical deformation pattern, the method of stability analysis, the selection of computation indices and ect. With the experiences from the practices of high side slope design in many years, the high side slope design method and the countermeasures in construction are discussed.
- high side slope,
- deformation pattern,
- stability,
- engineering practices