| 开挖坡度角大于土体表层内摩擦角情况下重力式挡土墙设计程序 |
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| 引用本文： | 张崇绮,梅正星,万焕庭.开挖坡度角大于土体表层内摩擦角情况下重力式挡土墙设计程序[J].贵州工业大学学报(自然科学版),1994(2). |
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| 作者姓名： | 张崇绮 梅正星 万焕庭 |
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| 作者单位： | 贵州工学院地质系，贵州省交通设计院 |
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| 摘 要： | 作者根据工程实践，在库伦土压力理论基础上，探寻出了一种开挖坡度角大于土体表层内摩擦角时重力式挡土墙设计的计算方法。并编制出了计算程序。
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| 关 键 词： | 挡土墙 开挖坡度角 内摩擦角 |
THE DESIGNING PROCEDURE OF GRAVITY RETAINING WALL WHEN EXCAVATION ANGLE IS BIGGER THAN SURFACE SOIL FRICTIONAL ANGLE |
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| Zhang Chongyi, Met Zhengxing.THE DESIGNING PROCEDURE OF GRAVITY RETAINING WALL WHEN EXCAVATION ANGLE IS BIGGER THAN SURFACE SOIL FRICTIONAL ANGLE[J].Journal of Guizhou University of Technology(Natural Science Edition),1994(2). |
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| Authors: | Zhang Chongyi Met Zhengxing |
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| Abstract: | Based on engineering practice, the authors found a way to solve this problemaccording to Coulom's theory and worked out a calculation procedure. |
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| Keywords: | retaining wall excavation angle frictional angle |
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