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粘性填粘加筋土挡墙设计方法研究
引用本文:吴文雪. 粘性填粘加筋土挡墙设计方法研究[J]. 土木建筑与环境工程, 2001, 23(5): 124-129
作者姓名:吴文雪
作者单位:重庆交通学院河海系 重庆400074
摘    要:对于粘性填料的加筋土挡墙的内部稳定分析,考虑其破裂面形状为园弧滑面,且筋带受力沿筋带埋置深度呈线性分布,导出了拉筋受力、筋带长度的计算公式。用该公式进行设计更符合粘性填料加筋土挡墙的实际情况,也可节约筋材。

关 键 词:粘性填料 加筋土 设计方法 挡土土墙

Research on Design Methods for Reinforced Earth Retaining Wall with Cohesive Backfill
WU Wen xue. Research on Design Methods for Reinforced Earth Retaining Wall with Cohesive Backfill[J]. Journal of Civil,Architectrual & Environment Engineering, 2001, 23(5): 124-129
Authors:WU Wen xue
Abstract:For the stability analysis of the reinforced earth retaining wall with cohesive backfill, this paper assumes that the state of failure surface is circular sliding surface and the bearing capacity is straight line relation with capacity and length of the reinforcement strip. These formulas agree with actual state of the reinforced earth retaining wall with cohesive backfill and result in saving reinforcement material in the design.
Keywords:cohesive backfill  reinforced earth retaining wall  design method
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