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考虑地震力方向的倾倒式危岩可靠度分析 被引量:10
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作者 唐红梅 舒庆江 王林峰 《应用数学和力学》 CSCD 北大核心 2020年第3期319-328,共10页
侧向卸荷作用导致高陡边坡发育大量危岩体,危岩体在降雨、地震作用下易发生失稳破坏,判断其失稳的概率对危岩防治具有重要意义.该文以倾倒式危岩体为例,建立了考虑地震力作用方向下最危险方向的物理力学模型,利用函数极值理论建立了最... 侧向卸荷作用导致高陡边坡发育大量危岩体,危岩体在降雨、地震作用下易发生失稳破坏,判断其失稳的概率对危岩防治具有重要意义.该文以倾倒式危岩体为例,建立了考虑地震力作用方向下最危险方向的物理力学模型,利用函数极值理论建立了最危险地震力作用方向的表达式,结合可靠度理论建立了倾倒式危岩体可靠度指标、失稳概率表达式及判断标准.通过对重庆南川金佛山危岩体案例的分析表明:工况1的最危险地震力作用方向与水平方向的偏转角θ在5°范围内,工况2的最危险地震力作用方向与水平方向的偏转角θ在10°左右;危岩体最危险作用方向不是一个固定角,其值与危岩体形态、裂隙水作用力大小、岩腔深度等有关.当主控结构面裂隙长度较小时,最危险地震力作用方向与水平夹角很小,随主控结构面裂隙长度增大,最危险地震力作用方向与水平夹角显著增大;危岩体失稳概率随主控结构面裂隙长度增加而增大,工况2较工况1增大幅度更明显.该研究成果对危岩的防灾减灾具有重要意义. 展开更多
关键词 倾倒式危岩 地震力方向 可靠度 失稳概率
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基于地震作用下传递系数法的边坡稳定性分析 被引量:3
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作者 周圆兀 陈鲍 Annil Misra 《广西科技大学学报》 2017年第1期25-28,共4页
传递系数法是中国建筑边坡工程技术规范中推荐的边坡稳定性计算方法,适用于滑面为结构面的土质边坡和岩质边坡.地震对边坡稳定性有重要影响.规范中只考虑水平地震力的影响,这里研究不同地震力方向的影响.基于传递系数法,可以很方便地将... 传递系数法是中国建筑边坡工程技术规范中推荐的边坡稳定性计算方法,适用于滑面为结构面的土质边坡和岩质边坡.地震对边坡稳定性有重要影响.规范中只考虑水平地震力的影响,这里研究不同地震力方向的影响.基于传递系数法,可以很方便地将求安全系数问题转换为一个优化问题,通过数值算例表明,安全系数关于地震力的水平方向是对称的.算例还将地震力方向对剩余下滑力的影响可视化地展示出来. 展开更多
关键词 传递系数法 地震力方向 优化问题 安全系数 剩余下滑
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Inversion of Stress Fields in the Middle Section of the Xiaojiang Fault and Its Adjacent Area 被引量:2
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作者 Lin Xiangdong Xu Ping +2 位作者 Wu Minjie Gao Ling Wu Anxu 《Earthquake Research in China》 2011年第1期82-91,共10页
With waveform data of 613 earthquakes with ML ≥ 2. 5 in the middle section of the Xiaojiang fault and its adjacent area which occurred during January,1998 to September 2007,focal mechanisms were calculated by the dir... With waveform data of 613 earthquakes with ML ≥ 2. 5 in the middle section of the Xiaojiang fault and its adjacent area which occurred during January,1998 to September 2007,focal mechanisms were calculated by the direct wave amplitude ratio of S /P in the vertical component and their characteristics were analyzed. According to regional tectonic features of the middle section of the Xiaojiang fault and its adjacent area,the study region was partitioned into two zones with the Xiaojiang fault as the boundary,e. g. zone A and zone B (including the Xiaojiang fault). In order to research the faults stress in detail,the Xiaojiang fault zone was picked out for independent analysis. The study region was also partitioned into 1°× 1° cells with a 0. 5° step. The stress fields of zone A,B and the fault zone were inverted with the FMSI method (Gephart,1990). The results show that first, the faults are mainly of strike-slip in the middle section and its adjacent area,amounting to 81. 28%,69. 23% and 72. 97% in the A,B and fault zones,respectively. Secondly,the stress inversion also indicates that the directions of maximum principal stress σ1 in the A, B,and fault zones are approximately NNW,NWW and NWW,the stress action is mainly horizontal,and strike-slip faulting is dominant in the study area. On the other hand,the direction of the principal stress field in the central Yunnan block changed from NNW to NWW,however,in the region between the Yuanmou and Pudu River faults,the azimuth of the main compressive stress shows that the north-south slip is obvious. While the direction of the main compressive stress of the Xiaojiang fault zone is nearly NW; in the east of the Xiaojiang fault,the direction of principal compressive stress is NW to NNW in the eastern Yunnan block. 展开更多
关键词 Middle section of the Xiaojiang fault Focal mechanism Stress field inversion
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A Shear-wave Splitting Study of the Yingjiang M_S6.1 Earthquake Sequence Occurring on May 30,2014
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作者 Li Jin Gao Yuan +3 位作者 Xu Fukun Xiang Yang Xiang Yuan Liu Geng 《Earthquake Research in China》 CSCD 2016年第2期177-185,共9页
Earthquakes of M_S5. 6 and M_S6.1 occurred in Yingjiang,Yunnan on May 24 and May 30,2014 respectively. In this paper,we use the waveform data recorded by mobile seismic stations( KAC) which were set up in the source a... Earthquakes of M_S5. 6 and M_S6.1 occurred in Yingjiang,Yunnan on May 24 and May 30,2014 respectively. In this paper,we use the waveform data recorded by mobile seismic stations( KAC) which were set up in the source area after the Yingjiang MS5. 6earthquake on May 24,2014 to study the shear-wave splitting characteristics of Yingjiang M_S6.1 earthquake sequence with the SAM method. The result shows that predominant polarization of fast shear-waves before the M_S6.1 earthquake is consistent with the direction of regional principal compressive stress,and predominant polarization of fast shear-waves before the M_S6.1 earthquake show better consistency and smaller dispersion compared to after the M_S6.1 earthquake,and there may be a deflection for the fast shearwaves predominant polarization between the M_S6.1 earthquake sequence and foreshock sequence. We found that the time-delays generally exhibited a lower level before the M_S6.1earthquake and a relatively higher value after the M_S6.1 earthquake. 展开更多
关键词 Yingjiang earthquake sequence Foreshock Shear-wave splittingPolarization of fast shear-waves Time-delays
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