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首页> 外文期刊>Journal of Geophysical Research. Biogeosciences >Hydromechanical Modeling of Stress, Pore Pressure, and Porosity Evolution in Fold-and-Thrust Belt Systems
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Hydromechanical Modeling of Stress, Pore Pressure, and Porosity Evolution in Fold-and-Thrust Belt Systems

机译:压力,孔隙压力和孔隙带式安全带系统中的流体力学建模

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We present coupled, critical state, geomechanical-fluid flow simulations of the evolution of a fold-and-thrust belt in NW Borneo. Our modeling is the first to include the effects of both syntectonic sedimentation and transient pore pressure on the development of a fold-and-thrust belt. The present-day structure predicted by the model contains the key first-order structural features observed in the field in terms of thrust fault and anticline architectures. Stress predictions in the sediments show two compressive zones aligned with the shortening direction located at the thrust front and back limb. Between the compressive zones, near to the axial plane of the anticline, the modeled stress field represents an extensional regime. The predicted overpressure distribution is strongly influenced by tectonic compaction, with the maximum values located in the two laterally compressive regions. We compared the results at three notional well locations with their corresponding uniaxial strain models: the 2-D thrust model predicted porosities which are as much as 7.5% lower at 2.5km depth and overpressures which are up to 6.4MPa higher at 3km depth. These results show that one-dimensional methods are not sufficient to model the evolution of pore pressure and porosity in contractional settings. Finally, we performed a drained simulation during which pore pressures were kept hydrostatic. The predicted geological structures differ substantially from those of the coupled simulation, with no thrust faulting. These results demonstrate that pore pressure is a key control on structural development.
机译:我们呈耦合,临界状态,地质力学流体流动模拟,在NW婆罗洲折叠式带带的演变。我们的建模是第一个包括透明沉降和瞬态孔隙压力对折叠和推动带的发展的影响。模型预测的本日结构包含在推力故障和抗线架构方面观察到该领域的关键一阶结构特征。沉积物中的应力预测展示了与位于推力前后肢体处的缩短方向对齐的两个压缩区域。在靠近反向线的轴向平面附近的压缩区域之间,建模的应力场代表着延伸状态。预测的超压分布受到构造压实的强烈影响,具有位于两个横向压缩区域中的最大值。我们将结果与其相应的单轴应变模型进行了比较了三个局部井位置:2-D推力模型预测的孔隙率在2.5km深度下低至7.5%,高达6.4MPa的深度高达6.4MPa。这些结果表明,一维方法不足以在合同环境中模拟孔隙压力和孔隙率的演变。最后,我们进行了排水的模拟,在此期间孔隙压力保持静水。预测的地质结构基本上不同于耦合模拟的结构,没有推力断裂。这些结果表明,孔隙压力是结构发育的关键控制。

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