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Stress changes on major faults caused by M_w7.9 Wenchuan earthquake,May 12,2008 被引量:56
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作者 SHAN Bin XIONG Xiong +1 位作者 ZHENG Yong DIAO FaQi 《Science China Earth Sciences》 SCIE EI CAS 2009年第5期593-601,共9页
On May 12,2008,a magnitude 7.9 earthquake ruptured the Longmenshan fault system in Sichuan Province,China,collapsing buildings and killing tens of thousands people.As predicted,aftershocks may last for at least one ye... On May 12,2008,a magnitude 7.9 earthquake ruptured the Longmenshan fault system in Sichuan Province,China,collapsing buildings and killing tens of thousands people.As predicted,aftershocks may last for at least one year,and moreover,large aftershocks are likely to occur.Therefore,it is critical to outline the areas with potential aftershocks before reconstruction and resettling people as to avoid future disasters.It is demonstrated that the redistribution of stress induced by an earthquake should trigger successive seismic activity.Based on static stress triggering theory,we calculated the coseismic stress changes on major faults induced by the Wenchuan earthquake,with elastic dislocation the-ory and the multilayered crustal model.We also discuss the stress distribution and its significance for future seismic activity under the impact of the Wenchuan earthquake.It is shown that coulomb failure stress(CFS) increases obviously on the Daofu-Kangding segment of the Xianshuihe Fault,the Maqu and Nanping segment of the Eastern Kunlun Fault,the Qingchuan Fault,southern segment of the Min-jiang Fault,Pengxian-Guanxian Fault,Jiangyou-Guangyuan Fault,and Jiangyou-Guanxian Fault.The increased stress raises the probability of earthquake occurrence on these faults.Since these areas are highly populated,earthquake monitoring and early disaster alarm system are needed.CFS increases with a magnitude of 0.03―0.06 MPa on the Qingchuan Fault,which is close to the northern end of the rapture of Wenchuan earthquake.The occurrence of some strong aftershocks,including three events with magnitude higher than 5.0,indicates that the seismic activities have been triggered by the main shock.Aftershocks seem to migrate northwards.Since the CFS change on the Lueyang-Mianxian Fault located on the NEE of the Qingchuan Fault is rather small(±0.01 MPa),the migration of aftershocks might be terminated in the area near Hanzhong City.The CFS change on the western Qinling Fault is around 10 Pa,and the impact of static triggering can be neglected.T 展开更多
关键词 WENCHUAN EARTHQUAKE LONGMENSHAN fault system coulomb failure stress EARTHQUAKE TRIGGERING
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Stress changes on major faults caused by 2013 Lushan earthquake and its relationship with 2008 Wenchuan earthquake 被引量:55
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作者 SHAN Bin XIONG Xiong +4 位作者 ZHENG Yong JIN BiKai LIU ChengLi XIE ZhuJun HSU HouTze 《Science China Earth Sciences》 SCIE EI CAS 2013年第7期1169-1176,共8页
On April 20, 2013, an Ms7.0 earthquake occurred in Ya'an-Lushan region, Sichuan Province, China, killing and injuring morethan one thousand people. Therefore, it is critical to outline the areas with potential aft... On April 20, 2013, an Ms7.0 earthquake occurred in Ya'an-Lushan region, Sichuan Province, China, killing and injuring morethan one thousand people. Therefore, it is critical to outline the areas with potential aftershocks before reconstruction andre-settlement as to avoid future disasters. Based on the elastic dislocation theory and multi-layered lithospheric model, we calculate the co-and post-seismic stress changes caused by the Wenchuan and Lushan earthquakes to discuss the relationshipbetween Mw7.9 Wenchuan earthquake and Ms7.0 Lushan earthquake, the influences on the distribution of aftershock caused bythe Lushan earthquake, and the stress changes on major faults in this region. It is shown that the Coulomb failure stress increment on the hypocenter of Lushan earthquake caused by the Wenchuan earthquake is about 0.0037-0.0113 MPa. And the possible maximum value (0.0113 MPa) is larger than the threshold of stress triggering. Therefore, the occurrence of Lushanearthquake is probably effectively promoted by the Wenchuan earthquake. The aftershock distribution is well explained by theco-seismic stress changes of Lushan earthquake. By the two ends of the rupture of Lushan earthquake with increased Coulombfailure stress, a lack of aftershock recordings indicates the high seismic hazard. The stress accumulation and correspondingseismic hazard on the Kangding-Dafu segment of the Xinshuihe fault, the Beichuan-Yingxiu fault, the Pengxian-Guanxianfault, and the Ya'an fault are further increased by the Lushan earthquake and post-seismic process of Wenchuan earthquake. 展开更多
关键词 Lushan earthquake Wenchuan earthquake Longmenshan Fault Zone seismic hazard coulomb failure stress
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滑坡面下双排抗滑结构的计算方法研究 被引量:35
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作者 孙勇 《岩土力学》 EI CAS CSCD 北大核心 2009年第10期2971-2977,2984,共8页
将道路桥梁水平受力多排桩计算的结构力学方法引入到双排抗滑结构的计算中。与其不同的是,滑动面以上存在滑坡体,而桥梁的最大冲刷线以上没有考虑这种土体的存在对滑动面以下m法的影响。提出了滑动面以下考虑滑坡体存在的两种新的m法,... 将道路桥梁水平受力多排桩计算的结构力学方法引入到双排抗滑结构的计算中。与其不同的是,滑动面以上存在滑坡体,而桥梁的最大冲刷线以上没有考虑这种土体的存在对滑动面以下m法的影响。提出了滑动面以下考虑滑坡体存在的两种新的m法,还对滑动面以上排桩间土体作用在前后排桩的土压力进行了试验和理论分析,给出了计算公式。同时,用有限杆单元法,对双排桩的连梁刚度和用文中提出的方法以桩梁连接方式进行了试验和理论分析得出如下结论:在满足不相互影响排桩间距的情况下,桩顶连梁与桩的刚度比不小于0.48是合适的,此时再增加连梁刚度无意义;桩梁连接为铰结时双排桩受力变形性质最差,刚结时受力变形性质最好;不论是单排桩还是双排桩,桩前(单排桩)和前排桩桩前(双排桩)土体需要开挖时应慎重,因为这种开挖对支护结构影响很大,造价增加很多;双排桩省钱,而且抵抗变形的能力强,值得在工程中研究和广泛应用。 展开更多
关键词 双排抗滑桩 抗滑机制 新的m法理论 修改的m法 局部土体的库仑土压力 有限杆单元法
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Coseismic Coulomb failure stress changes caused by the 2017 M7.0 Jiuzhaigou earthquake,and its relationship with the 2008 Wenchuan earthquake 被引量:23
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作者 SHAN Bin ZHENG Yong +2 位作者 LIU ChengLi XIE ZuJun KONG Jun 《Science China Earth Sciences》 SCIE EI CAS CSCD 2017年第12期2181-2189,共9页
On August 8, 2017, a M7.0 earthquake occurred in Jiuzhaigou County, Sichuan Province, China, resulting in significant casualties and property damage. Therefore, it is critical to identify the areas of potential afters... On August 8, 2017, a M7.0 earthquake occurred in Jiuzhaigou County, Sichuan Province, China, resulting in significant casualties and property damage. Therefore, it is critical to identify the areas of potential aftershocks before reconstruction and re-settling people to avoid future disasters. Based on the elastic dislocation theory and a multi-layered lithospheric model, we calculate the Coulomb failure stress changes caused by the Wenchuan and Jiuzhaigou earthquakes, discuss the relationship between the Mw7.9 Wenchuan and M7.0 Jiuzhaigou earthquakes, and analyze the influence of the aftershock distribution and stress changes on the major faults in this region caused by the Jiuzhaigou earthquake. The co-and post-seismic stress changes caused by the Wenchuan earthquake significantly increased the stress accumulation at the hypocenter of the Jiuzhaigou earthquake. Therefore,the occurrence of the Jiuzhaigou earthquake was probably stimulated by the Wenchuan earthquake. The aftershock distribution is well explained by the co-seismic stress changes of the Jiuzhaigou earthquake. The stress accumulation and corresponding seismic hazard on the Maqu-Heye segment of the East Kunlun fault and the northern extremity of the Huya fault has been further increased by the Jiuzhaigou earthquake. 展开更多
关键词 Jiuzhaigou earthquake Wenchuan earthquake Seismic hazard coulomb failure stress
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Pattern of stress change and its effect on seismicity rate caused by M_s8.0 Wenchuan earthquake 被引量:17
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作者 XIE ChaoDi ZHU YuanQing +2 位作者 LEI XingLin YU HaiYing HU XiongLin 《Science China Earth Sciences》 SCIE EI CAS 2010年第9期1260-1270,共11页
We use five published source models to calculate the Coulomb failure stress changes induced by the Ms8.0 Wenchuan earthquake, and analyze the association between stress changes and the subsequent earthquakes. Based on... We use five published source models to calculate the Coulomb failure stress changes induced by the Ms8.0 Wenchuan earthquake, and analyze the association between stress changes and the subsequent earthquakes. Based on the analysis of uncertainties resulting from source models, we determine the stress changes on nearby faults caused by the Wenchuan earthquake. Moreover, we focus on the seismicity rate change as a function of time on every fault under the influence of stress changes. The results indicate that the spatial distributions of aftershocks correlate well with the regions where stress is calculated to increase using the related models. The largest lobes of dropped stress lie in the west and east sides of source fault. The largest lobes of increased failure stress close to southern and northern ends of the source fault extend into the whole source failure plane. In addition, another region of increased stress lies in the Wenchuan-Yingxiu zone close to the southern segment of source fault, where a large number of aftershocks have occurred. And subsequent earthquakes seem to extend to even more remote distances; therefore, this area also has a high risk of seismic hazard. We find that the positive stress changes on nearby faults imposed by the Wenchuan earthquake produce an encouraging effect on seismicity rate. The effect is most significant on the Pengxian-Guanxian fault and Qingchuan fault, the value of seismicity rate maintains two times greater than the value before the mainshock for the next hundred years on these faults, and the time needed for the aftershock rate to recover to the pre-mainshock seismicity rate can reach up to 800-900 yr. The influence is not significant on the western Qinling fault, the Longquanshan fault, the Xianshuihe fault, the Yulongxi fault, the Anninghe fault, the Minjiang fault, and the Aba fault. Compared with the seismicity rate on these faults before the mainshock, the aftershock rate is raised by less than two times, and the time of perturbation duration is not long. The s 展开更多
关键词 WENCHUAN EARTHQUAKE optimally oriented fault coulomb stress change SEISMICITY RATE
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Finite element investigation of the poroelastic effect on the Xinfengjiang Reservoir-triggered earthquake 被引量:16
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作者 CHENG HuiHong ZHANG Huai +4 位作者 ZHU BoJing SUN YuJun ZHENG Liang YANG ShaoHua SHI YaoLin 《Science China Earth Sciences》 SCIE EI CAS 2012年第12期1942-1952,共11页
Coulomb failure stress changes (ΔCFS) are used in the study of reservoir-induced seismicity (RIS) generation.The threshold value of ΔCFS that can trigger earthquakes is an important issue that deserves thorough rese... Coulomb failure stress changes (ΔCFS) are used in the study of reservoir-induced seismicity (RIS) generation.The threshold value of ΔCFS that can trigger earthquakes is an important issue that deserves thorough research.The M s 6.1 earthquake in the Xinfengjiang Reservoir in 1962 is well acknowledged as the largest reservoir-induced earthquake in China.Therefore, it is a logical site for quantitative calculation of ΔCFS induced by the filling of the reservoir and for investigating the magnitude of CFS that can trigger reservoir seismic activities.To better understand the RIS mechanism, a three-dimensional poroelastic finite element model of the Xinfengjiang Reservoir is proposed here, taking into consideration of the precise topography and dynamic water level.We calculate the instant changes of stress and pore pressure induced by water load, and the time variation of effective stresses due to pore water diffusion.The CFS on the seismogenesis faults and the accumulation of strain energy in the reservoir region are also calculated.Primary results suggest that the reservoir impoundment increases both pore pressure and CFS on the fault at the focal depth.The diffusion of pore pressure was likely the main factor that triggered the main earthquake, whereas the elastic stress owing to water load was relatively small.The magnitude of CFS on seismogenesis fault can reach approximately 10 kPa, and the ΔCFS values at the hypocenter can be about 0.7-3.0 kPa, depending on the fault diffusion coefficient.The calculated maximum vertical subsidence caused by the water load in the Xinfengjiang Reservoir is 17.5 mm, which is in good agreement with the observed value of 15 mm.The accumulated strain energy owing to water load was only about 7.3×10 11 J, even less than 1% of the seismic wave energy released by the earthquake.The reservoir impoundment was the only factor that triggered the earthquake. 展开更多
关键词 Xinfengjiang Reservoir reservoir triggered seismicity coulomb failure stress poroelasticity model finite element method
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Modeling and analysis of rigid multibody systems with driving constraints and frictional translation joints 被引量:13
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作者 Fang-Fang Zhuang Qi Wang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2014年第3期437-446,共10页
An approach is proposed for modeling and anal- yses of rigid multibody systems with frictional translation joints and driving constraints. The geometric constraints of translational joints with small clearance are tre... An approach is proposed for modeling and anal- yses of rigid multibody systems with frictional translation joints and driving constraints. The geometric constraints of translational joints with small clearance are treated as bilat- eral constraints by neglecting the impact between sliders and guides. Firstly, the normal forces acting on sliders, the driv- ing constraint forces (or moments) and the constraint forces of smooth revolute joints are all described by complementary conditions. The frictional contacts are characterized by a set- valued force law of Coulomb's dry friction. Combined with the theory of the horizontal linear complementarity problem (HLCP), an event-driven scheme is used to detect the transi- tions of the contact situation between sliders and guides, and the stick-slip transitions of sliders, respectively. And then, all constraint forces in the system can be computed easily. Secondly, the dynamic equations of multibody systems are written at the acceleration-force level by the Lagrange multiplier technique, and the Baumgarte stabilization method is used to reduce the constraint drift. Finally, a numerical example is given to show some non-smooth dynamical behaviors of the studied system. The obtained results validate the feasibility of algorithm and the effect of constraint stabilization. 展开更多
关键词 Multibody systems Lagrange multipliers Driving constraints coulomb's friction Horizontal linearcomplementarity problem (HLCP)
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Regional seismicity triggered by the M_s=7.8 Tangshan event on July 28, 1976 and the stati cstress field change 被引量:11
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作者 刘桂萍 傅征祥 《Acta Seismologica Sinica(English Edition)》 CSCD 2000年第1期19-28,共10页
We studied the seismicity before and after the M_s=7.8 Tangshan event on July 28, 1976 (39°28'N, 1 18° 11'E) and the results show that in 3 regions outside of the source zone, seismicity rate increas... We studied the seismicity before and after the M_s=7.8 Tangshan event on July 28, 1976 (39°28'N, 1 18° 11'E) and the results show that in 3 regions outside of the source zone, seismicity rate increasing were observed, which was significant in 0.99 significance level using Z-statistic test and was proposed to be triggered by the M_s=7.8 Tangshan earthquake. The magnitude of the greatest triggered event was 5.5. The epicenter distances of these earthquakes were several ten kilometers to 300 km. The static stress change △CFS of Coulomb failure was calculated using an elastic dislocation model in half space and the △CFS on the major rupture directions in these three regions were positive. 展开更多
关键词 Tangshan earthquake seismicity coulomb failure stress change
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基于ANSYS接触单元模型的鲜水河断裂带库仑应力演化数值模拟 被引量:12
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作者 吴萍萍 李振 +1 位作者 李大虎 高尔根 《地球物理学进展》 CSCD 北大核心 2014年第5期2084-2091,共8页
鲜水河是青藏高原东缘一条活动性很强的左旋走滑断裂带.本文基于ANSYS接触单元模块平台,定量研究断裂带上1893年以来M 6.7级以上地震的相互作用,计算和分析了每次地震发生后,在周围其他断裂上产生的同震库伦应力改变对其后续地震的触发... 鲜水河是青藏高原东缘一条活动性很强的左旋走滑断裂带.本文基于ANSYS接触单元模块平台,定量研究断裂带上1893年以来M 6.7级以上地震的相互作用,计算和分析了每次地震发生后,在周围其他断裂上产生的同震库伦应力改变对其后续地震的触发的影响.结果表明:鲜水河断裂带后续地震大多发生在前面强震引起的鲜水河破裂同震库伦应力增加的断裂段上,这说明强震对后续地震有相当的影响.最后通过将7次地震产生的库伦应力进行叠加,发现鲜水河断裂带有4处处于库伦应力增加区:(1)鲜水河断裂带的北部,即侏倭北部;(2)康定以南与龙门山断裂的交汇处;(3)道孚到乾宁段;(4)乾宁与康定中间地段.这4出库伦应力增加区与近20年鲜水河断裂带上M 3.0以上的地震分布吻合的很好,这说明了对鲜水河断裂带上强震的库伦应力状态研究,可为进一步揭示地震发生规律及圈定地震危险区提供线索. 展开更多
关键词 鲜水河 库伦应力 ANSYS 接触单元 地震危险区 地震分布
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Stress triggering" between different rupture events in several earthquakes 被引量:9
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作者 万永革 吴忠良 +1 位作者 周公威 黄静 《Acta Seismologica Sinica(English Edition)》 EI CSCD 2000年第6期607-615,共9页
Most strong earthquakes have complex rupture processes. As an approximation, each earthquake can be described as two or more subevents of rupture with time interval of several seconds to several days. In order to disc... Most strong earthquakes have complex rupture processes. As an approximation, each earthquake can be described as two or more subevents of rupture with time interval of several seconds to several days. In order to discuss the relationship between different subevents, we investigated the rupture process of the 1966 Xingtai, the 1976 Tangshan, the 1990 Gonghe and the 1996 Lijiang earthquake by calculating the static Coulomb failure stress changes produced by the first subevent. The calculation of static stress changes produced by fault slip is based on the formulation of Okada (1992). The result suggests that the static Coulomb failure stress changes (ΔCFS) produced by the first subevent have 'triggering' effect on the subsequent subevents which locate in the region where the Coulomb stress change produced by the first event is positive, with the order of magnitude 10-2 [similar to] 10-1 MPa. 展开更多
关键词 coulomb failure stress change seismic parameter stress triggerind
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Static Stress Triggering Effects Related with M_s8.0 Wenchuan Earthquake 被引量:9
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作者 朱航 闻学泽 《Journal of Earth Science》 SCIE CAS CSCD 2010年第1期32-41,共10页
In this article, firstly, we calculated and analyzed the patterns of Coulomb stress changes induced by a sequence of strong earthquakes that occurred in Songpan (松藩), Sichuan (四川) Province in 1973 and 1976, an... In this article, firstly, we calculated and analyzed the patterns of Coulomb stress changes induced by a sequence of strong earthquakes that occurred in Songpan (松藩), Sichuan (四川) Province in 1973 and 1976, and discovered that the Ms8.0 Wenchuan (汶川) earthquake of 2008 was epicentered in a relevant Coulomb stress triggering zone. This suggests that the Coulomb stress on the middle and southern segments of the Longmenshan (龙门山) fault zone increased after the Songpan sequence of strong earthquakes, and the stress increment might cause the 2008 Wenchuan earthquake having al- ready occurred somewhat ahead of time. Further, we calculated and analyzed Coulomb stress changes coinduced by both the Songpan sequence and the Ms8.0 Wenchuan mainshock. The result shows that the Ms6.4 Qingchuan (青川) earthquake of May 25, 2008 on the northeastern segment of the Longmenshan fault zone was triggered by the Wenchuan mainshock, and that the southwestern segment of the fault zone is also in the stress triggering zone. Besides, the Maoxian (茂县)-Wenchuan fault (i.e., the back-range fault of the Longmenshan fault zone), which extends parallel to the seismogenic fault of the Wenchuan earthquake, is in a shadow zone of the Coulomb stress changes, and therefore, its potential hazard for producing a strong or large earthquake in the near future could be reduced relatively. 展开更多
关键词 2008 Wenchuan earthquake Songpan strong earthquake sequence static stress triggering coulomb failure stress change seismic hazard.
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Dynamic simulation of interactions between major earthquakes on the Xianshuihe fault zone 被引量:9
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作者 WANG Hui LIU Jie +2 位作者 SHI YaoLin ZHANG Huai ZHANG GuoMin 《Science China Earth Sciences》 SCIE EI CAS 2008年第10期1388-1400,共13页
The authors firstly evaluate the strain accumulation rate of the Xianshuihe fault zone based on earthquake activity. We calculated the stress and seismic moment accumulation rate for each subsection of the Xianshuihe ... The authors firstly evaluate the strain accumulation rate of the Xianshuihe fault zone based on earthquake activity. We calculated the stress and seismic moment accumulation rate for each subsection of the Xianshuihe fault zone based on the distribution of geological slip rate and GPS survey results. According to the results, we get the recurrence intervals of characterized earthquakes on each subsection respectively. A three-dimensional finite element model for western Sichuan is constructed to discuss the earthquakes triggering among major earthquakes ({ntM}>6.7) that occurred along the Xianshuihe fault zone since 1893. The calculated Coulomb failure stress changes (?CFS) show that 5 of the 6 earthquakes with Ms>6.7 were triggered by positive ?CFS. The interactions between major earthquakes not only influence recurrence intervals of characterized earthquakes on each subsection, but also change recurrence behavior of major earthquakes along the whole fault zone. 展开更多
关键词 Xianshuihe fault zone strain ACCUMULATION and RELEASING RECURRENCE INTERVAL finite element method coulomb failure stress changes
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碱矿渣混凝土氯离子渗透及钢筋锈蚀性能 被引量:9
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作者 陈乔 丛钢 杨长辉 《混凝土》 CAS CSCD 北大核心 2009年第6期59-61,共3页
氯离子渗透是造成混凝土中钢筋锈蚀的主要原因之一。采用ASTMC1202规定的氯离子渗透试验方法及浸烘循环试验,研究了矿渣细度、溶矿比对碱矿渣混凝土氯离子渗透及钢筋锈蚀性能的影响,并探讨了碱矿渣混凝土电通量和钢筋失重率之间的关系... 氯离子渗透是造成混凝土中钢筋锈蚀的主要原因之一。采用ASTMC1202规定的氯离子渗透试验方法及浸烘循环试验,研究了矿渣细度、溶矿比对碱矿渣混凝土氯离子渗透及钢筋锈蚀性能的影响,并探讨了碱矿渣混凝土电通量和钢筋失重率之间的关系。研究表明:在其他条件相同时,随矿渣细度增大,碱矿渣混凝土氯离子渗透性降低,抗钢筋锈蚀性能增强;随溶矿比增加,碱矿渣混凝土氯离子渗透性升高,抗钢筋锈蚀性能减弱;且6h通过碱矿渣混凝土的电通量和钢筋失重率之间存在一定的相关性。 展开更多
关键词 碱矿渣混凝土 氯离子 渗透性 电量
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The Kangding earthquake swarm of November, 2014 被引量:7
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作者 Wen Yang Jia Cheng +1 位作者 Jie Liu Xuemei Zhang 《Earthquake Science》 CSCD 2015年第3期197-207,共11页
There was an earthquake swarm of two major events of MS6.3 and MS5.8 on the Xianshuihe fault in November, 2014. The two major earthquakes are both strike-slip events with aftershock zone along NW direction.We have ana... There was an earthquake swarm of two major events of MS6.3 and MS5.8 on the Xianshuihe fault in November, 2014. The two major earthquakes are both strike-slip events with aftershock zone along NW direction.We have analyzed the characteristics of this earthquake sequence. The b value and the h value show the significant variations in different periods before and after the MS5.8earthquake. Based on the data of historical earthquakes, we also illustrated the moderate-strong seismic activity on the Xianshuihe fault. The Kangding earthquake swarm manifests the seismic activity on Xianshuihe fault may be in the late seismic active period. The occurrence of the Kangding earthquake may be an adjustment of the strong earthquakes on the Xianshuihe fault. The Coulomb failure stress changes caused by the historical earthquakes were also given in this article. The results indicate that the earthquake swarm was encouraged by the historical earthquakes since1893, especially by the MS7.5 Kangding earthquake in1955. The Coulomb failure stress changes also shows the subsequent MS5.8 earthquake was triggered by the MS6.3earthquake. 展开更多
关键词 Kangding earthquake swarm of 2014 Xianshuihe fault Seismic activity coulomb failure stress change
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Application of flow driven pore-network crack model to Zipingpu reservoir and Longmenshan slip 被引量:8
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作者 ZHU BoJing LIU Chang +2 位作者 SHI YaoLin SUN DongSheng ZHANG Kai 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第8期1532-1540,共9页
The study has analyzed the relationship between the water-drainage sluice process of reservoir, stress triggers and shadows of earthquake and porosity variability of fault slip zone. First, the pore pressure, pressure... The study has analyzed the relationship between the water-drainage sluice process of reservoir, stress triggers and shadows of earthquake and porosity variability of fault slip zone. First, the pore pressure, pressure gradient, viscous stress and Reynolds stress to reservoir-earthquake fault slip problem are analyzed, and these are un-negligible factors of the extended coulomb failure stress under ultra-high temperature and pressure condition. Second, the porosity tensor and permeability tensor are studied, the relationship between Zipingpu reservoir and Longmenshan slip has been analyzed, and the extended viscous stress and Reynolds stress as function of time and infiltration process are obtained. Last, some primary conclusions about the flow-solid coupled facture mechanism to the Zipingpu reservoir and Longmenshan slip problem are presented, which can help understand the flow-solid coupled facture mechanism of reservoir-coseismic fault slip problem. 展开更多
关键词 Zipingpu reservoir 2008 Wenchuan earthquake coulomb failure stress diffusion pore stress diffusion fluid flow driven pore-network crack model
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Coulomb Stress Evolution History as Implication on the Pattern of Strong Earthquakes along the Xianshuihe-Xiaojiang Fault System, China 被引量:5
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作者 Bing Yan Shinji Toda Aiming Lin 《Journal of Earth Science》 SCIE CAS CSCD 2018年第2期427-440,共14页
Coulomb stress accumulation and releasing history and its relationship with the occur- rence of strong historical earthquakes could deepen our understanding of the occurrence pattern of strong earthquakes and hence it... Coulomb stress accumulation and releasing history and its relationship with the occur- rence of strong historical earthquakes could deepen our understanding of the occurrence pattern of strong earthquakes and hence its seismic potential in future. The sinistral strike-slip Xianshuihe- Xiaojiang fault zone (XXFS) is one of the most dangerous fault zones in China, extending 1 500-km- long from the central Tibetan Plateau to the Red River fault zone. There are 35 M≥6.5 historical earth- quakes occurred since 1327, hence it is an ideal site for studying the Coulomb stress evolution history and its relationship with the occurrences of strong earthquakes. In this study, we evaluated the Cou- lomb stress change history along the XXFS by synthesizing fault geometry, GPS data and historical earthquakes. Coulomb stress change history also revealed different patterns of historical earthquakes on different segments of the XXFS, such as characteristic recurrence intervals along the Salaha-Moxi fault and super-cycles along the Xianshuihe fault. Based on the occurrence pattern of past historical earthquakes and current Coulomb stress field obtained in this study, we suggest positive ACFS and hence high seismic potential along the Salaha-Moxi fault and the Anninghe fault. 展开更多
关键词 Tibetan Plateau Xianshuihe-Xiaojiang fault system coulomb stress triggering theory recurrence interval seismic hazard.
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土压力计算中几个问题的探讨 被引量:3
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作者 花丽坤 孔亮 《宁夏工程技术》 CAS 2004年第4期303-307,共5页
针对土压力计算中传统土压力计算方法的适用性问题、考虑墙体位移的土压力计算问题、不同墙体变位模式下土压力计算问题和水土压力的分算与合算问题,进行了详细的分析与探讨.指出基于极限平衡理论的传统土压力理论与实际出入较大,而现... 针对土压力计算中传统土压力计算方法的适用性问题、考虑墙体位移的土压力计算问题、不同墙体变位模式下土压力计算问题和水土压力的分算与合算问题,进行了详细的分析与探讨.指出基于极限平衡理论的传统土压力理论与实际出入较大,而现有的考虑墙体位移的土压力计算模型,实质是对主动和被动土压力的非线性插值,是对传统土压力理论的修正;条带平衡法能够导出土压力沿墙背的分布解,与考虑墙体位移的土压力模型结合,可综合考虑墙体变位模式与墙体位移对土压力的影响.关于基坑支护结构上的水土压力,对于沙土可采用水土分算法;对于黏性土,宜采用经以塑性指数与液性指数有关的系数修正的混合算法,从而避免出现夸大或低估静水压力的现象. 展开更多
关键词 土压力 朗肯 库仑 墙体位移 变位模式 水土分算与合算
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运动副摩擦参数的识别方法研究 被引量:5
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作者 吴子英 刘宏昭 +2 位作者 刘丽兰 李鹏飞 原大宁 《应用力学学报》 EI CAS CSCD 北大核心 2007年第1期115-119,共5页
采用粘性+库仑摩擦模型建立了单自由度回转机械系统运动微分方程,分别从时域和频域角度提出了两种识别运动副摩擦参数的方法。仿真结果表明,两种方法在较高信噪比下均能有效地辨识出库仑摩擦和粘性摩擦参数,其中频域法比时域法具有更高... 采用粘性+库仑摩擦模型建立了单自由度回转机械系统运动微分方程,分别从时域和频域角度提出了两种识别运动副摩擦参数的方法。仿真结果表明,两种方法在较高信噪比下均能有效地辨识出库仑摩擦和粘性摩擦参数,其中频域法比时域法具有更高的参数估计精度。对电机驱动的单自由度转动机械系统实验装置的运动副建立了相应的摩擦模型,实验结果表明:在不同试验条件下两种方法计算得到的库仑和粘性摩擦参数具有较好重复性,从而验证了本文参数辨识方法的正确性。 展开更多
关键词 运动副 摩擦 参数辨识 库仑 粘性
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Multiple solutions for a Schrdinger-Poisson-Slater equation with external Coulomb potential 被引量:6
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作者 JIANG YongSheng ZHOU HuanSong 《Science China Mathematics》 SCIE 2014年第6期1163-1174,共12页
Consider the following Schr?dinger-Poisson-Slater system, (P) where ω 〉 0, λ 〉 0 and β 〉 0 are real numbers, p ∈ (1, 2). For β=0, it is known that problem (P) has no nontrivial solution if λ 〉 0 suit... Consider the following Schr?dinger-Poisson-Slater system, (P) where ω 〉 0, λ 〉 0 and β 〉 0 are real numbers, p ∈ (1, 2). For β=0, it is known that problem (P) has no nontrivial solution if λ 〉 0 suitably large. When β 〉 0, -β/|x| is an important potential in physics, which is called external Coulomb potential. In this paper, we find that (P) with β 〉 0 has totally different properties from that of β = 0. For β 〉 0, we prove that (P) has a ground state and multiple solutions if λ 〉 cp,ω, where cp,ω 〉 0 is a constant which can be expressed explicitly via ω and p. 展开更多
关键词 elliptic equation multiple solutions Schrodinger-Poisson-Slater equation coulomb potential
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Insight into Electronic Transitions
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作者 Hubert Klar 《Journal of Applied Mathematics and Physics》 2024年第10期3590-3598,共9页
We present a scattering theory for charged particles suitable for electron atom collisions. Starting from the Hamilton-Jacobi equation for N electrons in the field of a nucleus or an ion core, we derive a parabolic di... We present a scattering theory for charged particles suitable for electron atom collisions. Starting from the Hamilton-Jacobi equation for N electrons in the field of a nucleus or an ion core, we derive a parabolic differential equation that resembles the heat equation. We identify a Fresnel distribution as the main ingredient of its kernel. In particular, we show that high multiply excited states are strongly suppressed increasingly so for approaching the ionization threshold. That effect compares favorably with experimental data. Also, the Wannier channel is controlled by a Fresnel distribution. Moreover, that channel represents a novel continuum to our knowledge that has never been considered so far. The classical action has been employed to derive quatum wave functions in the semiclassical limit. The curvature of the N-elctron potential surface is shown to be the essential ingredient of an initial value problem for elastic and/or inelastic processes. The spectral region near the ionization threshold needs a special action to describe the Wannier phenomenon. This Wannier channel manifests itself by a novel continuum never considered before. 展开更多
关键词 Many-Body coulomb dynamics Nonseparable Systems CORRELATION Wannier Phenomenon
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