| 厚覆盖层暂态饱和边坡稳定性分析方法 |
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| 引用本文： | 蒋中明,李小凡,袁 涛,伍忠才,曾 远.厚覆盖层暂态饱和边坡稳定性分析方法[J].岩土力学,2018,39(12):4561-4568. |
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| 作者姓名： | 蒋中明 李小凡 袁 涛 伍忠才 曾 远 |
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| 作者单位： | 1. 长沙理工大学 水利工程学院，湖南 长沙 410004；2. 长沙理工大学 水沙科学与水灾害防治湖南省重点实验室，湖南 长沙 410004；3. 湖南省平江抽水蓄能有限公司筹建处，湖南 岳阳 414000；4. 邵阳市水利水电勘察设计院，湖南 邵阳 422000；5. 湖南省凤滩水电站，湖南 怀化 419600 |
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| 基金项目： | 国家自然科学基金资助项目（No.51778070）；湖南省研究生科研创新项目（No.CX2016B402）。 |
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| 摘 要： | 针对暂态水压力影响下的厚覆盖层边坡稳定性分析问题，基于不同暂态饱和区形式，提出了暂态水压力的计算方法，推导了考虑暂态水压力影响的边坡稳定性分析的Bishop方法，并利用VB语言编制了相应分析程序。结合汝郴高速某段覆盖层边坡，对是否考虑暂态水压力影响两种不同计算工况下的边坡稳定性进行了分析。研究结果表明：暂态饱和区厚度越大，边坡安全系数越小；暂态饱和区厚度相同条件下，受暂态水压力影响的边坡安全系数更低；随着暂态饱和区的扩大，边坡安全系数降低率保持扩大趋势，最高达39.79%；边坡潜在滑动面位置在暂态饱和区厚度大于4 m后基本与湿润锋位置相切，深度呈增加趋势。
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| 关 键 词： | 暂态饱和边坡 改进Bishop法 暂态水压力 厚覆盖层边坡 |
| 收稿时间： | 2017-04-14 |
A method for stability analysis of thick overburden slope in
transient saturated state |
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| JIANG Zhong-ming,LI Xiao-fan,YUAN Tao,WU Zhong-cai,ZENG Yuan.A method for stability analysis of thick overburden slope in
transient saturated state[J].Rock and Soil Mechanics,2018,39(12):4561-4568. |
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| Authors: | JIANG Zhong-ming LI Xiao-fan YUAN Tao WU Zhong-cai ZENG Yuan |
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| Abstract: | To analyze the stability of a thick overburden slope under the effect of transient pore pressure, a method for calculating transient pore pressure was developed based on the formation and distribution of transient saturated area. A modification on Bishop limited equilibrium method was made with the consideration of the influence of transient pore pressure on stability, and a routine using VB was programmed. The proposed procedure was employed to analyze stability of an overburden slope along Ru-Chen expressway in two calculation conditions whether the transient water pressure was considered or not. The results show that the greater the thickness of transient saturated zone, the smaller the safety factor of slope. The lower safety factor exists in slope affected by transient water pressure under the same thickness of transient saturated zone. With the expansion of transient saturation zone, the decrease rate of slope safety factor keeps increasing, up to 39.79%. The potential sliding surface will be tangent to the wetting front and becomes deeper if the thickness of transient saturated area is over 4 meters. |
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| Keywords: | transient saturated slope improved Bishop method transient water pressure overburden slope |
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