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Stress state in slope sediments above a major splay fault in the Nankai accretionary complex, SW Honshu

机译:本州西南海增生复合体中大张开断层以上斜坡沉积物中的应力状态

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We carried out laboratory experiments to provide constrains on in situ pore pressure and stressrnstate in slope sediments above a major out of sequence splay fault in the Nankai accretionary prism,rnSW Japan. The splay fault, termed the “megasplay” separates the actively accreting outer wedge fromrna more lithified and apparently less active inner wedge. The orientation of the maximum horizontalrnstress in shallow (< ~1 km deep) boreholes inferred from wellbore failures rotates 90 degrees acrossrnthe megasplay, from trench-normal in the seaward part of the system, to nearly trench normalrnimmmediately landward of the megasplay. We conducted a suite of uniaxial and triaxial deformationrnexperiments on mudrock core samples from IODP Site C0001, located near this transition.rnPreconsolidation pressures obtained from our experiments suggest that in situ pore pressure isrnhydrostatic. Based on the K_0 values (the ratio of effective radial stress to effective axial stressrndetermined from the uniaxial consolidation tests), we infer that the effective horizontal stress shouldrnbe ~41 % of the effective vertical stress for a sedimentation and burial loading path. A series ofrntriaxial compression tests defines a failure envelope for the core samples with an internal frictionrnangle of ~30º and a cohesion of 0.08 MPa. The failure criterion defines a lower bound for the in siturnminmum horizontal stress, and also allows us to analyze wellbore failures to constrain the magnitudesrnof both the minimum and maximum in situ horizontal stresses. Our results suggest that the maximumrnhorizontal stress magnitude remains comparable to the condition expected during sedimentation (K_0rncondition), whereas the minimum horizontal stress has been reduced, leading to extension subparallelrnto the trench. We also infer that stresses associated with plate convergence are not effectivelyrntransmitted within the weak slope sediments.
机译:我们进行了实验室实验,以对日本南开增生棱镜中一个主要乱序张开断层之上的斜坡沉积物中的原位孔隙压力和应力状态进行约束。被称为“ megasplay”的张裂断层将主动吸积的外部楔形物与岩浆分开,变得更加石化,并且显然没有那么活跃的内部楔形物。由井眼故障推断出的浅层(<〜1 km深)钻孔中最大水平应力的方向在整个兆发层中旋转了90度,从系统海平面的沟槽法线一直延伸到兆发层中部附近的法线。我们对位于此过渡附近的IODP站点C0001的泥岩岩心样品进行了一套单轴和三轴变形试验。从我们的实验获得的预固结压力表明,原位孔隙压力是静水压力。根据K_0值(单轴固结试验确定的有效径向应力与有效轴向应力之比),我们得出一个有效的水平应力应为沉积和埋藏荷载路径的有效垂直应力的〜41%。一系列的三轴压缩试验定义了岩心样品的破坏包络线,其内部摩擦角为〜30º,内聚力为0.08 MPa。破坏准则定义了最小最小水平应力的下限,并且还允许我们分析井眼破坏以限制最小和最大现场水平应力。我们的结果表明,最大水平应力大小与沉积过程中预期的条件(K_0条件)相当,而最小水平应力已减小,从而导致延伸至沟槽以下。我们还推断,与板块收敛有关的应力没有在弱斜坡沉积物中有效地传递。

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