[1]Wu Yongxin,Analysis method of deepen and stable spatial analysis of gravity dam[J].Journal of Zhengzhou University (Engineering Science),1991,12(03):150-155.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
12卷
Number of periods:
1991 03
Page number:
150-155
Column:
Public date:
1991-09-28
- Title:
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Analysis method of deepen and stable spatial analysis of gravity dam
- Author(s):
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Wu Yongxin;
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Tianjin Survey and Design Institute of the Ministry of Water Conservancy and Electric,
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- Keywords:
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Gravity dam; weak expansion foundation; anti -slip stability
- CLC:
-
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- DOI:
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- Abstract:
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Based on the principle of anti -slip and stable calculation of the wedge -shaped body, this article uses the limit balance method of the rigid body to export the calculation formula of the deep -layer anti -slip stable space of the gravity dam. Engineering practice proves that when the structural surface direction of the dam base has a certain angle and the dam axis, it is economically reasonable to use the spatial method proposed by this article for the stable analysis of the dam base.