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Reliability Analysis of Expansive Soil Slope Stability Based on the Three-Broken Line Model

机译：基于三块线模型的膨胀土边坡稳定性可靠性分析

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Wenwei Li; Baotian Wang; Jinyu Zuo; Bingsheng Zhou; Haixia Zhang;
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1. Reliability Analysis of Expansive Soil Slope Stability Based on the Three-Broken Line Model [J] . Wenwei Li, Baotian Wang, Jinyu Zuo, Mathematical Problems in Engineering: Theory, Methods and Applications . 2021,第a期

机译：基于三块线模型的膨胀土边坡稳定性可靠性分析
2. Influence of Dilatancy Behavior on the Numerical Modeling and Prediction of Slope Stability of Stabilized Expansive Soil Slope [J] . Chijioke Christopher Ikeagwuani, Donald Chimobi Nwonu Arabian Journal for Science and Engineering . 2021,第11期

机译：膨胀行为对稳定膨胀土坡坡稳定性数值模拟及预测的影响
3. STRUCTURAL DAMAGE MODEL OF UNSATURATED EXPANSIVE SOIL AND ITS APPLICATION IN MULTI-FIELD COUPLE ANALYSIS ON EXPANSIVE SOIL SLOPE [J] . LU Zai-hua, CHEN Zheng-han, FANG Xiang-wei, 应用数学和力学（英文版） . 2006,第007期

机译：非饱和膨胀土的结构损伤模型及其在膨胀土边坡多场耦合分析中的应用
4. Stability Analysis of Xiping Hotel Iron Sites Based on Expansive Soil and Steep Slope [C] . Qingwen Ma, Tuanjie Wang, Kebin Ren International Conference on Civil Engineering, Architecture and Sustainable Infrastructure . 2013

机译：基于膨胀土和陡坡的西平酒店铁网站稳定性分析
5. Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability. [D] . Zhan, Liangtong. 2003

机译：与降雨引起的边坡失稳相关的非饱和膨胀土的现场和实验室研究。
6. Geotechnical Characteristics and Stability Analysis of Rock-Soil Aggregate Slope at the Gushui Hydropower Station Southwest China [O] . Jia-wen Zhou, Chong Shi, Fu-gang Xu 2013

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7. Analysis of Slope Stability in Unsaturated Expansive Soil: A Case Study [O] . Rong Yang, Peiwei Xiao, Shunchao Qi 2019

机译：不饱和膨胀土边坡稳定性分析 - 以案例研究
8. Risk Analysis for Rock Slopes in Open Pit Mines. Part III. Reliability Analysis of Rock Slope Stability [R] . Einstein, H. H. , Baecher, G. B. , Venziano, D. , 1979

机译：露天矿山岩质边坡风险分析。第三部分。岩质边坡稳定性可靠度分析

Reliability Analysis of Expansive Soil Slope Stability Based on the Three-Broken Line Model

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