Fan Yulu, Feng Chengjun, Zhang Peng, Qi Bangshen, Meng Jing, Tan Chengxuan
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China.
Key Laboratory of Active Tectonics and Geological Safety, Ministry of Natural Resources, Beijing 100081, China.
Sensors (Basel). 2022 Jun 29;22(13):4888. doi: 10.3390/s22134888.
In order to ascertain the impact of the Tohoku-Oki 3.11 M9.0 earthquake on the stability of the faults in the Beijing Plain, we investigated the adjustment of the in situ stress field of the Beijing Plain after this earthquake based on in situ stress monitoring data. Then, we analyzed the stability of the five main faults in each adjustment stage of the in situ stress field based on the Mohr−Coulomb failure criteria and Byerlee’s law. Finally, we studied the fault slip potential (FSP) of the main faults under the current in situ stress field. The research results show that (1) after the Tohoku-Oki 3.11 M9.0 earthquake, the tectonic environment of the Beijing Plain area changed rapidly from nearly EW extrusion to nearly EW extension, and this state was maintained until June 2012. After this, it began to gradually adjust to the state present before the earthquake. As of September 2019, the tectonic environment has not recovered to the state present before the earthquake. (2) The ratios of shear stress to normal stress on the fault plane of the fault subsections in the three time periods before the Tohoku-Oki 3.11 M9.0 earthquake, 6 June 2012 and 8 September 2019 were 0.1−0.34, 0.28−0.52, and 0.06−0.29, respectively. It shows that the stress accumulation level of faults in the Beijing Plain area increased in a short time after the earthquake and then gradually decreased. (3) Under the current in situ stress field, most of the subsections of the five main faults have a low FSP (<5%). The areas with high FSP are mainly concentrated in the central and southeastern parts of the Beijing Plain, including the Nankou-Sunhe fault, the northern section of the Xiadian fault, and the areas where the five faults intersect.
为了确定日本东北-奥尻3.11 M9.0级地震对北京平原地区断层稳定性的影响,我们基于地应力监测数据,对该地震后北京平原地区地应力场的调整情况进行了调查。然后,我们根据莫尔-库仑破坏准则和拜尔利定律,分析了地应力场各调整阶段五条主要断层的稳定性。最后,我们研究了当前地应力场下主要断层的断层滑动势(FSP)。研究结果表明:(1)日本东北-奥尻3.11 M9.0级地震后,北京平原地区的构造环境迅速从近东西向挤压转变为近东西向伸展,这种状态一直持续到2012年6月。此后,它开始逐渐调整至地震前的状态。截至2019年9月,构造环境尚未恢复到地震前的状态。(2)在日本东北-奥尻3.11 M9.0级地震前、2012年6月6日和2019年9月8日这三个时间段,断层各分段断层面上的剪应力与正应力之比分别为0.1−0.34、0.28−0.52和0.06−0.29。这表明北京平原地区断层的应力积累水平在地震后短时间内有所增加,随后逐渐降低。(3)在当前地应力场下,五条主要断层的大多数分段断层滑动势较低(<5%)。断层滑动势较高的区域主要集中在北京平原的中部和东南部,包括南口-孙河断裂、夏垫断裂北段以及五条断层相交的区域。