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基于有限元法的层状岩体破裂规律探讨
引用本文:徐珂,戴俊生,付晓龙,任启强,刘丛宁,赵恽.基于有限元法的层状岩体破裂规律探讨[J].地质力学学报,2015,21(3):330-340.
作者姓名:徐珂  戴俊生  付晓龙  任启强  刘丛宁  赵恽
作者单位:中国石油大学地球科学与技术学院, 山东 青岛 266580;中国石油大学地球科学与技术学院, 山东 青岛 266580;中国石油大学地球科学与技术学院, 山东 青岛 266580;中国石油大学地球科学与技术学院, 山东 青岛 266580;中国石油冀东油田勘探开发研究院, 河北 唐山 063004;广州大学教育学院, 广州 510006
基金项目:国家科技重大专项“复杂裂缝性碳酸盐岩油藏开发关键技术”(2011ZX05014-004);中国石油大学(华东)研究生创新工程(YCX2015009)
摘    要:层状岩体的非均质性及各向异性导致其破裂方式及规律与均质岩体有显著不同。对层状岩体分别进行不同方式的单轴、双轴、三轴试验,分析应力-应变曲线特征;再利用ANSYS有限元软件进行数值模拟,观察应力、应变在岩体上的分布,通过曲线和图件的对比分析,并结合岩石破裂理论,总结不同应力状态下层状岩体的破裂方式、顺序及规律;最后以富台地区为例,对分析结果进行验证。研究结果表明,不同受力方式对层状岩体破裂的影响体现在施加的载荷及约束与层面的方位。当应力方向与岩层面平行时,强度大的石灰岩岩体发生集中应力,首先破裂;而应力与岩层面垂直时,强度小的泥岩岩体首先破裂。岩石试验、数值模拟结果以及实例均成功验证了这个规律。

关 键 词:层状岩体  岩石试验  数值模拟  破裂规律
收稿时间:2014/12/26 0:00:00

DISCUSSION ON THE FRACTURE OF LAYERED ROCK MASS BASED ON THE FINITE ELEMENT METHOD
XU Ke,DAI Jun-sheng,FU Xiao-long,REN Qi-qiang,LIU Cong-ning and ZHAO Yun.DISCUSSION ON THE FRACTURE OF LAYERED ROCK MASS BASED ON THE FINITE ELEMENT METHOD[J].Journal of Geomechanics,2015,21(3):330-340.
Authors:XU Ke  DAI Jun-sheng  FU Xiao-long  REN Qi-qiang  LIU Cong-ning and ZHAO Yun
Institution:School of Geoscience, China University of Petroleum, Qingdao 266580, Shangdong, China;School of Geoscience, China University of Petroleum, Qingdao 266580, Shangdong, China;School of Geoscience, China University of Petroleum, Qingdao 266580, Shangdong, China;School of Geoscience, China University of Petroleum, Qingdao 266580, Shangdong, China;Jidong Oil Exploration and Development Institute, CNPC, Tangshan 063004, Hebei, China;School of education, Guangzhou University, Guangzhou 510006, China
Abstract:The failure mode and laws of layered rock mass are unique because of its heterogeneity and anisotropy. By conducting uniaxial, biaxial and three axis compression experiments on layered rock mass and analyzing their stress strain curves, different characteristics have been shown. And then with the software ANSYS, finite element numerical simulation have been done. Comparing stress strain curves and maps of simulation as well as combining the theory of fracture, failure modes and rules of layered rock mass in different stress conditions have been summarized. Finally Futai area was taken as an example to validate the result. This research suggests that the orientations of loads and constraints as well as the rock level are the key factors to rock failure. Rock with strong intensity like limestone would be cracked in priority if stress direction is paralleled to rock level, for stress concentration occurs to the strong rock. While rock with weak intensity like mudstone would be cracked first if stress direction is perpendicular to the rock level. Rock compression experiment, numerical simulation and the example of Futai area have verified this law successfully.
Keywords:layered rock mass  rock compression experiment  numerical simulation  failure laws
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