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首页> 外文期刊>Rock Mechanics and Rock Engineering >Coupled Modeling of Sedimentary Basin and Geomechanics: A Modified Drucker-Prager Cap Model to Describe Rock Compaction in Tectonic Context
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Coupled Modeling of Sedimentary Basin and Geomechanics: A Modified Drucker-Prager Cap Model to Describe Rock Compaction in Tectonic Context

机译:沉积盆地与地理学的耦合建模:修改的DRUCKER-PRAGER CAP模型描述构造背景下的岩石压实

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摘要

The aim of basin modeling is to characterise fluids and rocks in a basin considering its history and data partly describing its present state. In usual basin simulators, only a simplified description of geomechanics based on the hypothesis of oedometric strain is used. To both enhance the modeling of basin history and to characterise actual in situ stresses, the effect of stress redistribution, horizontal stresses, and strain variations during basin history should be considered. To address this point, a coupled basin-geomechanics framework based on a new constitutive law is proposed in this paper using the prototype simulator This framework has been built to provide relevant results for various kinds of basin cases including tectonic loading. A finite strain poromechanical approach is considered along with an modified Drucker-Prager Cap model to describe rock compaction under natural sedimentation, erosion, and tectonics. The constitutive model can be seen as a tensorial extension of the compaction models of Athy or Schneider as it allows to recover the same behaviour in oedometric context. Simple test cases are modeled considering typical sand or shale properties, emphasizing the effect of tectonic loading on the present-day pore pressures and in situ stresses. It appears that even relatively moderate tectonic loading of horizontal strain) can lead to overpressures of several hundreds of bars and to a complete change in in situ stress regime for deeply buried layers (above a depth of 2000 m).
机译:盆地建模的目的是考虑盆地中的流体和岩石,考虑其历史和数据部分描述其当前状态。在通常的盆地模拟器中,使用基于OEDometric应变的假设的地质力学的简化描述。为了增强盆地历史的建模和表征实际原位应力,应考虑应力再分布,水平应力和盆地历史期间的应变变化的影响。为了解决这一点,在本文中提出了一种基于新的本文法律的耦合盆地 - 地理力学框架,采用原型模拟器提出了该框架,为各种盆地案例提供了相关的结果,包括构造载荷。考虑有限菌株的多孔机械方法以及改进的DRUCKER-PRAGER帽模型,以描述自然沉降,侵蚀和构造下的岩石压实。本构模型可以被视为散发或施奈德的压实模型的姿态扩展,因为它允许在OEDomic上下文中恢复相同的行为。考虑典型的沙子或页岩性能,模拟简单的测试用例,强调构造载荷对本日孔压力和原位应力的影响。似乎甚至相对适中的水平应变的负载均可导致数百杆的过度压力,并在深层埋藏层(高于2000μm的深度)的原位应力制度完全变化。

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