首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >In situ stress magnitudes at the toe of the Nankai Trough Accretionary Prism, offshore Shikoku Island, Japan
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In situ stress magnitudes at the toe of the Nankai Trough Accretionary Prism, offshore Shikoku Island, Japan

机译:日本四国岛近海南海海槽增生棱镜脚趾处的原位应力大小

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Quantifying the orientation and magnitude of tectonic stresses is essential toward understanding deformation and faulting in subduction zones. However, constraints on in situ horizontal stress magnitudes (S-hmin and S-Hmax) are rare. We estimate S-hmin and S-Hmax at Ocean Drilling Program Site 808 at the toe of the Nankai accretionary prism offshore Japan, using coupled constraints from (1) the width of wellbore breakouts together with estimates of rock strength and a model describing stress redistribution at the borehole wall and (2) limits on regional differential stress defined by failure on preexisting faults. Our analysis extends from 175 to 915m below seafloor (mbsf) and spans the active frontal thrust. For an upper bound on rock unconfined compressive strength (UCS) and assuming hydrostatic formation pore pressure, S-hmin and S-Hmax (referenced to the seafloor) increase from 6.5MPa at 175mbsf to 17.4MPa at 915mbsf, with the stress state gradually transitioning from a thrust or strike-slip faulting regime above 800mbsf to a normal faulting regime below. For cases with higher formation pore pressure, horizontal stresses are slightly lower but follow a similar pattern. We show that estimated S-hmin and S-Hmax are strongly dependent on UCS, breakout width, and friction coefficient, all of which are characterized by uncertainty. Our results suggest that the prism is near thrust failure in the upper similar to 300mbsf, but far from failure below. This may be reconciled with active thrusting if thrust faults are locally weaker than the surrounding rock or if S-Hmax fluctuates during the seismic cycle.
机译:量化构造应力的方向和大小对于理解俯冲带的变形和断裂至关重要。但是,对现场水平应力大小(S-hmin和S-Hmax)的约束很少。我们使用(1)井眼突围的宽度以及岩石强度的估计值和描述应力重新分布的模型的耦合约束条件,估算了日本离岸南海增生棱镜脚趾处海洋钻井计划808号站点的S-hmin和S-Hmax。 (2)限制由先前存在的断层破坏定义的区域差应力。我们的分析从海底(mbsf)的175延伸到915m,并涵盖了活动的正面推力。对于岩石无侧限抗压强度(UCS)的上限并假设流体静力地层孔隙压力,S-hmin和S-Hmax(参考海底)从175mbsf的6.5MPa增加到915mbsf的17.4MPa,并且应力状态逐渐转变从800mbsf以上的逆冲或走滑断层状态到下面的正常断层状态。对于具有较高地层孔隙压力的情况,水平应力略低,但遵循相似的模式。我们表明,估计的S-hmin和S-Hmax很大程度上取决于UCS,突围宽度和摩擦系数,所有这些特征均具有不确定性。我们的结果表明,棱镜在上部接近于推力破坏,类似于300mbsf,但在下部却没有破坏。如果推力断层局部弱于围岩或在地震周期中S-Hmax波动,这可以与主动推力相协调。

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