重庆交通大学学报(自然科学版) ›› 1997, Vol. 16 ›› Issue (2): 101-107.
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谢开富1, 俞玉良2
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Xie Kaifu1, Yu Yuliang2
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摘要: 介绍软弱地基上加筋土堤圆弧滑动稳定性分析的一种新方法,该法无需将滑动土体分条,而采用土堤及滑弧的几何要素等直接求解滑动稳定系数.根据上述要素可求得加筋所需的最大拉力.
关键词: 软弱地基, 加筋土堤, 稳定性分析
Abstract: A new approach for analysis of the rotation slide stability of reinforced embankments on soft ground is presented in the paper.The approach is based on the circular-arc method but no slices and the tension in reinforcement is obtained.The case showed the approach in this paper is satisfied.
Key words: soft ground, reinforced embankments, stability analysis
谢开富, 俞玉良. 软弱地基上加筋土堤的稳定性分析[J]. 重庆交通大学学报(自然科学版), 1997, 16(2): 101-107.
Xie Kaifu, Yu Yuliang. Analysis of the Stability of Reinforced Embankments on Soft Ground[J]. Journal of Chongqing Jiaotong University(Natural Science), 1997, 16(2): 101-107.
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http://xbzk.cqjtu.edu.cn/CN/Y1997/V16/I2/101