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岩石边坡稳定性的随机损伤力学分析 被引量:20
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作者 张我华 金伟良 李鸿波 《水利学报》 EI CSCD 北大核心 2005年第4期413-419,共7页
本文通过岩石样品裂纹产状的统计观测信息,用Monte Carlo方法模拟岩石的随机损伤状态,发现岩石的损伤变量满足β概率分布。因此,可根据检测损伤岩石有效弹性模量的统计值来估计随机损伤变量的均值和标准差。岩石的Mohr Coulomb有效抗剪... 本文通过岩石样品裂纹产状的统计观测信息,用Monte Carlo方法模拟岩石的随机损伤状态,发现岩石的损伤变量满足β概率分布。因此,可根据检测损伤岩石有效弹性模量的统计值来估计随机损伤变量的均值和标准差。岩石的Mohr Coulomb有效抗剪强度参数用岩石损伤状态的函数表达,据此,给出一种用有效应力、孔隙水压力和损伤状态变量表示的岩石损伤破坏准则,并将该准则应用于岩石边坡失稳的概率分析。 展开更多
关键词 随机损伤力学 概率统计分析 岩石损伤破坏准则 岩石边坡稳定性 MONTE-CARLO方法
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基于地质强度指标法和有限元法的岩石边坡稳定性分析
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作者 孙瑞 《中文科技期刊数据库(文摘版)工程技术》 2021年第1期354-355,共2页
在现在的经济发展道路上,道路、水利这种大型的建筑是国家进行经济发展的重点,在所有的这些建筑建设中,都有关于岩石边坡建设。本文主要以基于地质强度指标法和有限元法的岩石边坡稳定性出发,详细的阐述了其在建设过程中的问题,并针对... 在现在的经济发展道路上,道路、水利这种大型的建筑是国家进行经济发展的重点,在所有的这些建筑建设中,都有关于岩石边坡建设。本文主要以基于地质强度指标法和有限元法的岩石边坡稳定性出发,详细的阐述了其在建设过程中的问题,并针对这些问题提出了相应的解决建议,希望能减少边坡事故的发生,能对大型建设的整体发展有所帮助。 展开更多
关键词 地质强度指标法 有限元法 岩石边坡稳定性
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地震荷载作用下岩石边坡的抗倾覆稳定性分析及可靠度研究 被引量:9
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作者 王飞 梁旭黎 杜建坡 《工程地质学报》 CSCD 北大核心 2016年第6期1126-1135,共10页
在地震多发地区,地震荷载对岩石边坡的稳定性影响显著。因此,在边坡抗震设计中,准确有效地评估其稳定性显得非常重要。安全系数法未考虑地震荷载等影响因素的不确定性,因此具有一定的局限性。本文在考虑到破坏面出流缝未堵塞和被堵塞两... 在地震多发地区,地震荷载对岩石边坡的稳定性影响显著。因此,在边坡抗震设计中,准确有效地评估其稳定性显得非常重要。安全系数法未考虑地震荷载等影响因素的不确定性,因此具有一定的局限性。本文在考虑到破坏面出流缝未堵塞和被堵塞两种情况下,利用拟动力方法计算了岩石边坡抗倾覆稳定性安全系数。在此基础上,考虑到地震荷载、坡顶超载及张裂缝内水位深度的变异性,对岩石边坡的抗倾覆稳定性进行了可靠度分析。研究发现,当破坏面出流缝被堵塞时,岩石边坡的抗倾覆稳定性急剧降低。此外,地震荷载等因素的变异性对岩石边坡的抗倾覆稳定性有着显著的影响。因此,同时利用安全系数及可靠度指标来评估岩石边坡的稳定性,且适当地考虑岩体放大系数,有利于岩石边坡抗震设计的安全性。 展开更多
关键词 地震荷载 拟动力方法 岩石边抗倾覆稳定性 可靠度分析 岩体放大系数
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基于FLAC3D的岩石边坡分步开挖稳定性分析 被引量:2
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作者 蔡佳豪 《四川建筑》 2019年第3期123-124,127,共3页
文章基于开挖卸荷理论,采用FLAC^3D数值计算软件对重庆市奉节县某岩石边坡进行数值模拟,分析分步开挖卸荷作用对该岩石边坡稳定性的影响。计算结果表明:由于分步开挖卸荷作用对该岩石边坡造成的影响很小,产生的x方向以及和位移均为mm级... 文章基于开挖卸荷理论,采用FLAC^3D数值计算软件对重庆市奉节县某岩石边坡进行数值模拟,分析分步开挖卸荷作用对该岩石边坡稳定性的影响。计算结果表明:由于分步开挖卸荷作用对该岩石边坡造成的影响很小,产生的x方向以及和位移均为mm级,表明该岩石边坡在分步开挖卸荷作用下稳定性很好。 展开更多
关键词 开挖卸荷理论 FLAC^3D 分步开挖 岩石边坡稳定性
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New developments of technology in rock engineering in China 被引量:2
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作者 Qian Qihu 《Engineering Sciences》 EI 2012年第2期2-15,共14页
In terms of rock engineering and technology in hydropower construction,the slope stability and monitoring techniques for high slopes of Three Gorges Project,the stability and support technology for high slopes of hydr... In terms of rock engineering and technology in hydropower construction,the slope stability and monitoring techniques for high slopes of Three Gorges Project,the stability and support technology for high slopes of hydropower projects in deep river valley,the stabilization techniques for underground cavern group with large span and high side walls are introduced in this paper.As for rock engineering and technology in highway and railway construction,the Qinghai-Tibet Railway — new construction techniques in permafrost,the support techniques for large squeezing deformation in Wuqiaoling Tunnel,the construction techniques for tunnels in alpine and high-altitude region,the geological prediction techniques for tunnels in karst region,the microseismic monitoring and early warning techniques for rockbursts in deep and long tunnels are presented.For rock engineering and technology inmining engineering,the innovative techniques for roadway support inmines,the simultaneous extraction technique of pillarless coal and gas in coal seams with low permeability,the safe and efficient deep openmining technology,advances in monitoring,early warning and treatment ofmine dynamic disasters are discussed.In addition,the new anchorage techniques and precision blasting technique in rock engineering are introduced. 展开更多
关键词 rock engineering hydropower engineering tunnel engineering mining engineering anchorage technique blasting technique
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Evaluation method for expressway rock slope stability based on numerical simulation
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作者 乔兰 刘宝许 《Journal of Coal Science & Engineering(China)》 2004年第2期15-18,共4页
Taking the deep cutting excavation of Beijing-Qinhuangdao expressway as an example, the paper utilizes DYNA-2D dynamic FEM procedure to simulate the rock blast- ing process. The computation model was based on dynamica... Taking the deep cutting excavation of Beijing-Qinhuangdao expressway as an example, the paper utilizes DYNA-2D dynamic FEM procedure to simulate the rock blast- ing process. The computation model was based on dynamical response of nonlinear elasto-plasticity material. According to analyses of the distribution and transmission of stress field, displacement field, velocity field, and acceleration in the course of blasting, and discusses of the blasting vibration influence to the rocky cut slope from many sides. the calculated results met well with that of in situ measured results. It is easy to determine vibration state of any point in the slope such as stress, displacement, velocity and accel- eration, which confirm that numerical simulation method is feasible. The meaning of this research is not only to design the blasting construction to forecast and prevent the ex- pressway rocky slope from disaster in mountains area, but also to offer a new experience of numerical method in geotechnical field. 展开更多
关键词 rock slope STABILITY FEM mountainous expressway
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Increasing effect of metamorphism on rock properties
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作者 Akinbinu Victor Abioye 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第2期205-211,共7页
This work studied the effect of increasing degree of metamorphism on the properties of rocks.The properties investigated are the physical,mechanical and dynamic parameters.They are important inputs in the design of ma... This work studied the effect of increasing degree of metamorphism on the properties of rocks.The properties investigated are the physical,mechanical and dynamic parameters.They are important inputs in the design of many mining and civil engineering techniques such as in tunnelling,slope stability and dynamic activities associated with seismicity and fragmentation.This work compared the degree of metamorphism examined through petrographic studies of the Transvaal Sequence in South Africa with the properties of the rocks.The study shows that as the effect metamorphism increases,the state of stress,compaction of grains,cementation and the brittleness of the rocks increases.In addition,increase in the metamorphic effect increases the value of the rock property.The degree of metamorphism of an outcrop is the key factor influencing its property value.Therefore the metamorphism effect of an outcrop may act as a guide to its engineering properties. 展开更多
关键词 Geology of rock Rock property Brittleness Fragmentation and metamorphism
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