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Present-day stress state and fault stability analysis in the capital area of China constrained by in situ stress measurements and focal mechanism solutions

机译:现场应力测量和震源机制解约束的中国首都地区现今应力状态和断层稳定性分析

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摘要

This work proposes to determine the present-day in situ stress state across both known and suspected faults in the capital area of China and to assess fault stability and consequent seismic hazards. The population of main active faults in the capital area is summarized, and 168 sets of hydraulic fracturing and overcoring data and 84 sets of earthquake focal mechanism solutions are gathered and studied. The available data indicate that reverse and strike-slip faulting stress regimes are favored at reservoir depths in this region. The ratio of maximum horizontal stress to vertical stress (K-H) and the ratio of minimum horizontal stress to vertical stress (K-h) at a depth of 500 m show complex spatial variations in stress magnitudes. Generally, K-H appears to increase southward, which might suggest that stress is accumulating in the southern part of the region. The relative stress magnitude R appears independent of the depth and mainly varies between 0.5 and 1.0. The observation of stress data suggests a relatively uniform direction (nearly E-W) for the maximum horizontal principal stress. The influence of hydrostatic pore pressure on critical stresses is discussed, and the presence of hydrostatic pore pressure makes faults more conducive to reactivation. Most locations in this region are critically stressed based on the Coulomb frictional failure criterion and Byerlee's law with hydrostatic pore pressure; thus, the present-day stress state appears to be high enough to initiate slip. In addition, the relationship between the tectonic stress field and earthquakes is discussed.
机译:这项工作旨在确定中国首都地区已知断层和可疑断层的现今地应力状态,并评估断层的稳定性和随之而来的地震危害。总结了首都地区主要活动断层的数量,收集并研究了168套水力压裂和超采数据和84套地震震源机制解。现有数据表明,该区域的储层深度有利于逆向和走滑断层应力状态。在500 m深度处最大水平应力与垂直应力之比(K-H)和最小水平应力与垂直应力(K-h)之比显示出应力大小的复杂空间变化。通常,K-H似乎向南增加,这可能表明该地区南部正在积聚压力。相对应力大小R似乎与深度无关,并且主要在0.5和1.0之间变化。对应力数据的观察表明,最大水平主应力的方向相对均匀(接近E-W)。讨论了静水孔隙压力对临界应力的影响,并且静水孔隙压力的存在使断层更有利于活化。根据库仑摩擦破坏准则和带静水孔隙压力的拜耳定律,该区域的大多数位置受到了严重的应力作用。因此,当前的应力状态似乎足够高,可以引发滑移。此外,还讨论了构造应力场与地震之间的关系。

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