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林辰, 谢学才. 基于赤平极射投影法的构造应力环境研究[J]. 煤炭科学技术, 2018, (8).
引用本文: 林辰, 谢学才. 基于赤平极射投影法的构造应力环境研究[J]. 煤炭科学技术, 2018, (8).
LIN Chen, XIE Xuecai. Study on tectonic stress environment based on Stereographic Projection Method[J]. COAL SCIENCE AND TECHNOLOGY, 2018, (8).
Citation: LIN Chen, XIE Xuecai. Study on tectonic stress environment based on Stereographic Projection Method[J]. COAL SCIENCE AND TECHNOLOGY, 2018, (8).

基于赤平极射投影法的构造应力环境研究

Study on tectonic stress environment based on Stereographic Projection Method

  • 摘要: 为了提高构造应力环境分析的可靠性,通过研究共轭剪节理和断裂面擦痕等构造形迹,运用赤平极射投影法重建平顶山八矿地区的构造应力信息,分析构造应力环境期次,确定了该区构造应力环境的基本特征。研究结果表明:剪节理不存在岩体运动时,其锐角的角平分线为最大主应力方向,剪节理存在岩体运动且方向相同时,位错方向角平分线为最大主应力方向;研究区的构造应力环境分为3期,印支期最大主应力为NE-SW向,燕山期最大主应力为NW-SE向,喜山期最大主应力为NEESWW向。该结果与前人利用震源7机制解获取的应力数据基本吻合,表明该方法对研究地下工程的构造应力环境具有较好的适用性。

     

    Abstract: In order to improve the analysis reliability of the tectonic stress environment,with the study on the conjugate shear joints,the fracture surface scratch and other tectonic traces,the Stereographic Projection Method was applied to rebuild the tectonic stress information of Pingdingshan No. 8 Mine area,to analyze the period of the tectonic stress environment and to determine the basic features of the tectonic stress environment in the area. The study result showed that there was no shear joints existed in the rock movement and the angle bisector of the acute angle was the max stress direction. When the shear joints existed in the rock movement and was the same direction,the angle bisector in a dislocation direction was the max stress direction. The tectonic stress environment in the study area was divided into three periods. The max stress in the Indosinian period was in a direction of NE-SW. The max stress in the Yanshanian Period was in a direction of NW-SE and the max stress in the Himalayan Period was in a direction of NEE-SWW. The results were basically fitted with the stress data obtained from the seismic source mechanism by the predecessor,and thus the method would have a good suitability to the study on the tectonic stress environment of the underground engineering.

     

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