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甘肃宝积山矿区构造应力分析

Analysis of Tectonic Stress in Baojishan Mining Area,Gansu Province
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摘要 通过实地观测,计算出宝积山矿区古构速应力场(中生代)主压应力方向为 N45°E;现今构造应力场主压应力方向为 N37°E.研究表明,测区构造形迹是受陇西系顺时针向旋扭应力场控制的低级再次构造.而矿区巷道稳定性与现今最大主压应力方向密切相关. By field observations and electronic computer drawing method,theauthor studied the tectonic stress field in Baojishan Mining area,Jingyuancounty,Gansu province.The results indicate that the principal compressivestress of the pataeo-tectonic stress field(Mesozoic era)in this area is N45°Edirection and that of the present tectonic stress field is N37°E direction.The latter is the same as that in neighbouring areas such as Jingyuan,Lanzhou,and Linxia.The regional tectonic stress field of these areas hasthe characteristics of lateral compresion of NE-SW direction,and itsmechanical source comes from the colliding action of India plate and Eura-sia plate.It is believed that the geological structures in the studied area aresecondary structures of Longxi structure System.In other words,they arecontrolled directly under a tectonic stress field with clockwise torsion.It isdiscovered that the stability of tunnels in Baojishan Mining area has muchto do with the maximum principal compressive stress direction of presenttectonic stress field in this area.
作者 吕鸿图
机构地区 兰州大学地质系
出处 《兰州大学学报(自然科学版)》 CAS CSCD 北大核心 1992年第4期147-151,共5页 Journal of Lanzhou University(Natural Sciences)
关键词 主应力 生成联系 围岩稳定性 principal stress genetic connection surrounding rock stability Baojishan
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参考文献6

  • 1吕鸿图,兰州大学学报,1989年,25卷,2期,137页
  • 2吴秀元,地层学杂志,1987年,11卷,3期,163页
  • 3赵镇,沉积学报,1985年,3卷,1期,120页
  • 4艾南山,大自然探索,1985年,4卷,12期,83页
  • 5吕鸿图,兰州大学学报,1985年,21卷,3期,99页
  • 6彭文武,甘肃煤炭地质,1980年,1期,111页

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