| 双级加筋土挡墙设计方法探讨 |
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| 引用本文： | 李康,冯晓,汪洋.双级加筋土挡墙设计方法探讨[J].交通标准化,2010(21):121-124. |
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| 作者姓名： | 李康 冯晓 汪洋 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆400074 |
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| 摘 要： | 以秀山县滑塌边坡处治工程为例,在传统极限平衡法的基础上,通过对已建挡墙的测试研究,提出双级加筋土挡墙的合理破裂面型式、筋带拉力计算式、面板后侧向土压力与筋带长度计算方法,可为工程设计人员提供参考。
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| 关 键 词： | 双级加筋土挡墙 设计 计算模式 |
Discussion on Design Method of Two-stage Reinforced Earth Retaining Wall |
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| LI Kang,FENG Xiao,WANG Yang.Discussion on Design Method of Two-stage Reinforced Earth Retaining Wall[J].Communications Standardization,2010(21):121-124. |
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| Authors: | LI Kang FENG Xiao WANG Yang |
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| Institution: | (School of Civil Engineering ＆ Architecture,Chongqing Jiaotong University,Chongqing 400074,China) |
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| Abstract: | Taking Xiushan County slump slope treatment project for example,based on traditional limit equilibrium method,a reasonable potential slip surface type of two-steep reinforced earth retaining wall,reinforcement stress calculating formulas,lateral soil pressure at rear panel,and the calculation method of tendon length are proposed through test research on built retaining wall,which can provide reference for engineering designers. |
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| Keywords: | two-stage reinforced earth retaining wall design calculation model |
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