| 直立墙背重力式挡土墙双重控制设计法 |
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| 引用本文： | 李长林,水承.直立墙背重力式挡土墙双重控制设计法[J].西安科技大学学报,1993(2). |
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| 作者姓名： | 李长林 水承 |
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| 作者单位： | 铜川煤矿设计院，西安矿业学院 |
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| 摘 要： | 依照重力式挡土墙双重控制设计法的设计原理,使抗滑安全系数为给定值,以此计算抗滑所需之总重力,根据地基承载力设计值计算基础底面面积,根据恒定的断面面积,计算墙面坡度。按本文设计挡土墙,方法简便、迅速,计算结果安全、经济。
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| 关 键 词： | 直立墙背重力式挡土墙 双重控制设计法 偏心率 |
DOUBLE CONTROLLING DESIGN METHOD OF GRAVITY-TYBE RETAINING WALL WITH STRAIGHT WALL BACK |
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| Li Changlin Shui Cheng.DOUBLE CONTROLLING DESIGN METHOD OF GRAVITY-TYBE RETAINING WALL WITH STRAIGHT WALL BACK[J].JOurnal of XI’an University of Science and Technology,1993(2). |
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| Authors: | Li Changlin Shui Cheng |
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| Institution: | Li Changlin Shui Cheng |
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| Abstract: | According to the theory of double controlling design method, the gross gravity required for resisting sliding is calculated at given value of antiskid safe coefficento The base area of foundation is calculated from the base supporting force and then the slopes of wall are calculated.The method is quick and simple. The result is economical and safe. |
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| Keywords: | gravity-type retaining wall with straight wall back double controlling design method eccentric coefficient |
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