| 设齿槽和锚索的坝基深层稳定计算分析 |
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| 引用本文： | 付贵海,张林洪,陈海滨,赵江.设齿槽和锚索的坝基深层稳定计算分析[J].大坝与安全,2004(5):72-74. |
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| 作者姓名： | 付贵海 张林洪 陈海滨 赵江 |
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| 作者单位： | 昆明理工大学电力学院,云南,昆明,650051;昆明理工大学电力学院,云南,昆明,650051;昆明理工大学电力学院,云南,昆明,650051;昆明理工大学电力学院,云南,昆明,650051 |
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| 摘 要： | 本文介绍了按刚体极限平衡理论计算坝基抗滑深层稳定计算安全系数的三种常用方法，以漫湾大坝16号坝段为例，对设齿槽和锚索的坝基深层稳定进行了分析，并用等安全系数法推导了坝基深层稳定计算公式，给出了单一安全系数法和分项系数极限状态法两种表达形式。
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| 关 键 词： | 齿槽和锚索 坝基深层稳定 计算分析 |
| 文章编号： | 1671-1092(2004)05-0072-03 |
| 修稿时间： | 2004年5月4日 |
Calculation on deep layer stabilization of dam base of setting alveolus and anchor cable |
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| by FU Gui-hai ZHANG Lin-hong and CHEN Hai-bin et.alfaculty of Electric Power Engineering,Kunming University of Science and Technology.Calculation on deep layer stabilization of dam base of setting alveolus and anchor cable[J].Large Dam & Safety,2004(5):72-74. |
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| Authors: | by FU Gui-hai ZHANG Lin-hong and CHEN Hai-bin etalfaculty of Electric Power Engineering Kunming University of Science and Technology |
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| Abstract: | This article introduces three methods of calculation on deep layer stabilization of dam base according to the theory of rigid body limit balance, through the example of dam block No.16 of Manwan power station , analyses the deep layer stabilization of dam Base of setting alveolus and anchor cable, and uses equal safety coefficient to deduce calculation formula on deep layer stabilization of dam base, presents two expression forms including single safety coefficient method and subentry coefficient limit state method, and supplies calculation method of parts of parameters. |
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| Keywords: | alveolus and anchor cable the deep layer stabilization of dam base calculation and analysis |
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