[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
                                    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.