系统仿真学报 ›› 2018, Vol. 30 ›› Issue (1): 216-221.doi: 10.16182/j.issn1004731x.joss.201801027

• 仿真应用工程 • 上一篇    下一篇

岩层错动下复杂构造岩体破坏发展研究及应用

崔铁军1,2,3, 李莎莎1,2, 马云东3, 王来贵4   

  1. 1.辽宁工程技术大学安全科学与工程学院,辽宁 阜新 123000;
    2.矿山热动力灾害与防治教育部重点实验室,辽宁 阜新 123000;
    3.辽宁省隧道与地下结构工程技术研究中心,大连交通大学,辽宁 大连 116028;
    4.辽宁工程技术大学力学与工程学院辽宁 阜新 123000
  • 收稿日期:2015-12-02 发布日期:2019-01-02
  • 作者简介:崔铁军(1983-),男,辽宁沈阳,博士后,副教授,研究方向为系统可靠性及力学系统稳定性。
  • 基金资助:
    国家自然科学基金(51704141, 51474121, U1361211), 辽宁省教育厅项目(LJYL022)

Research and Application of Damage Development of Rock Mass with Complex Structure Under Horizontal Offset

Cui Tiejun1,2,3, Li Shasha1,2, Ma Yundong3, Wang Laigui4   

  1. 1.College of Safety Science and Engineering, Liaoning Technical University, Fuxin 123000, China;
    2.Key Laboratory of Mine Thermodynamic Disasters and Control of Ministry of Education, Fuxin 123000, China;
    3.Tunnel & Underground Structure Engineering Center of Liaoning, Dalian Jiaotong University, Dalian 116028, China;
    4.School of Mechanics and Engineering, Liaoning Technical University, Fuxin 123000, China
  • Received:2015-12-02 Published:2019-01-02

摘要: 为了解水平错动作用下复杂构造的上覆岩层在井工开采服务年限内的应力应变情况,采用PFC3D作为模拟平台,基于下落法构造了该拟采矿区上覆岩层模型。该上覆岩层包含5层,其中有侵入火成岩,其下部岩层由于构造应力存在背斜和向斜构造。对长时间的岩层变形进行了模拟,并分析了这5层岩体在该过程中的应力应变特征。研究表明,错动产生的压应力贯穿该上覆岩层需要379年,并确定了压应力最强贯穿路径。对该模拟进行应用确定了穿过该岩层的最优巷道路径及井工开采服务年限与巷道建设位置的对应关系。

关键词: 井工开采, 上覆复杂岩层, 水平错动, 破坏发展特征

Abstract: In order to understand the stress and strain of the complex overlying strata with horizontal offset in service time of mining, the model of the overburden mining regions is created by PFM with the simulation platform of PFC3D. The overlying strata contains five layers including intrusive igneous rock, of which the bottom rock has anticline and syncline structure due to tectonic stress. The stress and strain characteristics of the five layers of rock mass are analyzed. Studies show that it takes the compressive stress 379 years to penetrate the overlying strata. The strongest penetrate path of the compressive stress is also determined. The simulation demonstrates the optimal path of roadway through the layer and identifies the correspondence between the service time of mining and the construction position of mining roadway.

Key words: well versed in mining, complex overlying strata, horizontal offset, damage development characteristics

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