| 多结构面三维块体极限稳定新方法探讨 |
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| 引用本文： | 王 雍,赵红敏.多结构面三维块体极限稳定新方法探讨[J].岩土力学,2007,28(Z1):197-201. |
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| 作者姓名： | 王 雍 赵红敏 |
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| 作者单位： | 中南勘测设计研究院，长沙 410014 |
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| 基金项目： | 中国水电顾问集团中南勘测设计研究院科技开发项目（No.YJ06－008）。 |
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| 摘 要： | 对复杂块体进行简单切分后，根据块体基本理论与刚体分块极限平衡原理，探讨多结构面三维复杂块体稳定分析新方法，研制适应性较强的三维极限稳定分析程序，在龙滩水电站右岸坝肩高边坡等工程中取得成功应用。
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| 关 键 词： | 多结构面 三维块体 极限稳定 |
| 收稿时间： | 2007-05-15 |
Research on limit stability new method for three-dimensional block with multi-constructional surfaces |
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| WANG Yong,ZHAO Hong-min.Research on limit stability new method for three-dimensional block with multi-constructional surfaces[J].Rock and Soil Mechanics,2007,28(Z1):197-201. |
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| Authors: | WANG Yong ZHAO Hong-min |
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| Institution: | Central Sourth Design and Research Institute for Hydropower Projects, Changsha 410014, China |
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| Abstract: | After simply partitioning a complicated block, then based on the basic theory of block and the limit equilibrium principle of rigid body, a new method of analyzing a three-dimensional block with multi-constructional surfaces is studied and an applicable program for analyzing the three-dimensional limit stability are developed, both of which have been successfully applied in several projects, such as the high side slope on the right abutment of the dam of Longtan Hydropower Project. |
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| Keywords: | multi-constructional surfaces three-dimensional block limit stability |
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