Calculation of Uplift Pressure on Underground Construction and Effective Stress Principle in Clay

LI Guang-xin; WU Jian-min

Jul. 2021

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LI Guang-xin, WU Jian-min. Calculation of Uplift Pressure on Underground Construction and Effective Stress Principle in Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 63-66.

Citation:

LI Guang-xin, WU Jian-min. Calculation of Uplift Pressure on Underground Construction and Effective Stress Principle in Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 63-66.

LI Guang-xin, WU Jian-min. Calculation of Uplift Pressure on Underground Construction and Effective Stress Principle in Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 63-66.

Citation:

LI Guang-xin, WU Jian-min. Calculation of Uplift Pressure on Underground Construction and Effective Stress Principle in Clay[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 63-66.

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Calculation of Uplift Pressure on Underground Construction and Effective Stress Principle in Clay

Received Date: 2003-01-23
Available Online: 2021-07-21

Abstract

Abstract

Based on theoretical analysis, it is proposed that uplift pressure on underground construction is relative to distribution of underground water and its flowing. Effective stress principle is generally applicable to clay as well.
- perched water,
- phreatic water,
- artesian water,
- uplift pressure,
- effective stress principle