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裂缝边坡三维极限上限拓展分析 被引量:10
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作者 饶平平 吴健 +1 位作者 崔纪飞 赵琳学 《岩土工程学报》 EI CAS CSCD 北大核心 2021年第9期1612-1620,共9页
裂缝的存在会降低边坡稳定性,而在边坡宽度受到限制时三维效应更加显著,因此有必要对裂缝边坡稳定性进行评估。针对裂缝边坡三维稳定性研究,基于极限分析上限定理,在三维破坏机构中引入一条垂直张拉裂缝,并引进机构参数拓展裂缝边坡三... 裂缝的存在会降低边坡稳定性,而在边坡宽度受到限制时三维效应更加显著,因此有必要对裂缝边坡稳定性进行评估。针对裂缝边坡三维稳定性研究,基于极限分析上限定理,在三维破坏机构中引入一条垂直张拉裂缝,并引进机构参数拓展裂缝边坡三维破坏模式,包括坡面破坏和坡底破坏,建立能量平衡方程并通过优化算法求解裂缝边坡稳定系数上限解。根据g-line图像法绘制裂缝边坡稳定性图表以便读取安全系数。分析了边坡宽高比、坡角以及土体内摩擦角对裂缝边坡破坏模式和裂缝深度及位置的影响规律。结果表明:对于确定的边坡几何形态以及土体参数,存在最小边坡宽高比B/H^(*),当边坡宽高比小于B/H^(*),边坡发生坡面破坏且坡顶裂缝的影响可以忽略;内摩擦角φ小于5°时,边坡发生坡底破坏,而对于裂缝边坡,仅在φ=1°左右发生坡底破坏;随着边坡宽高比的增大,裂缝深度逐渐增加,裂缝位置逐渐远离坡肩,但对于坡角为75°的边坡裂缝深度先增大后减小。 展开更多
关键词 边坡稳定性 极限分析 裂缝 安全系数 图表法
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Analytical modelling of the mechanical damage of soil induced by lightning strikes capturing electro-thermal,thermo-osmotic,and electro-osmotic effects
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作者 rao ping-ping OUYANG Pei-hao +3 位作者 NIMBALKAR Sanjay CHEN Qing-sheng WU Zhi-lin CUI Ji-fei 《Journal of Mountain Science》 SCIE CSCD 2022年第7期2027-2043,共17页
This article presents a mathematical model for simulating the mechanical behaviour of lightning strikes and analysing the resulting damage to the soil.This article focuses on the electro-thermal effect and seepage cau... This article presents a mathematical model for simulating the mechanical behaviour of lightning strikes and analysing the resulting damage to the soil.This article focuses on the electro-thermal effect and seepage caused by lightning strikes in particular.Then,a numerical model based on the conservation laws of momentum,mass and energy is developed for soil subjected to lightning strikes.Comparisons to field observations and theoretical calculations are used to demonstrate the efficacy and accuracy of numerical simulations.The findings demonstrate that lightning strikes can cause soils to experience both seepage force and heat stress.Under the calculative condition of this article:by increasing the intrinsic permeability of the soil,k_(p)(≥10^(-10)m^(2)),the seepage force can be effectively reduced,hence reducing the risk of lightning strikes;improving the electrical conductivity of the soil β(≥10^(-1) S/m^(2))and lowering its thermal expansion coefficient(≤10^(-6)K^(-1))can greatly reduce the damage caused by lightning strikes to the soil.The preceding investigations demonstrate that the suggested model is capable of evaluating mechanical damage caused by lightning in the soil,and the findings contribute to a better understanding of soil mechanical response to lightning strikes. 展开更多
关键词 Lightning strikes Analytical modelling Soil damage Electro-thermo-osmotic effect Conservation laws
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