The Calculation Model for Stability of Excavation against Upheaval

Zeng Qingyi; Yang Xiaoyang

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Volume 18 Issue 2

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Chinese Journal of Geotechnical Engineering > 1996 > 18(2): 17-22.

Zeng Qingyi, Yang Xiaoyang. The Calculation Model for Stability of Excavation against Upheaval[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(2): 17-22.

Citation:

Zeng Qingyi, Yang Xiaoyang. The Calculation Model for Stability of Excavation against Upheaval[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(2): 17-22.

Citation:

Zeng Qingyi, Yang Xiaoyang. The Calculation Model for Stability of Excavation against Upheaval[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(2): 17-22.

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The Calculation Model for Stability of Excavation against Upheaval

Shenzhen Geotechnical Engineering Company Shenzhen Hgdraulic Civil Engineering Compang

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Published Date: March 21, 1996

Graphical Abstract

Abstract

Abstract

According to the stress and strength conditions of soil, the calculation model of stability of excavationagainst upheaval in soft soil is given, and the affecting factors are analysed.
- foundation excavation,
- stability,
- upheaval,
- surport.