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广东省六个电站地下厂房区地应力测试成果整理分析及应用 被引量:2

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摘要 电站地下厂房洞室群大多埋藏较深、开挖面积较大,在工程地质勘察过程中,各洞室群的布置与轴线设计是否科学合理,成为设计的关键。该文根据广东地区6个地下厂房及其洞室群的现场地应力测试成果,经整理分析,从高程和埋深分析原始应力的变化规律、应力场组成情况,提出符合实际的应力建议值和适用范围。通过分析不同工程部位的差异系数A值,探讨应力场与岩性、构造间的关系,供今后资料分析、工程类比和应用研究参考。
作者 张振捷
出处 《广东水利水电》 2012年第11期31-34,共4页 Guangdong Water Resources and Hydropower
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参考文献3

  • 1张辅纲.广州抽水蓄能电站可研阶段工程地质报告[R].广州:广东省水利电力勘测设计研究院,1986.
  • 2苏瑞生.断裂构造对地应力场的影响及其工程应用[M].北京:科学出版社,2002.
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二级参考文献20

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