Three-dimensional numerical inverse analysis of initial geostress field at dam site of Jiangpinghe Hydropower Station
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TU431

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    Abstract:

    Based on analysis and measurement of a geostress field at the dam site of the Jiangpinghe Hydropower Station, and comparison of calculated and measured stress at the points for stress fitting, inverse analysis of the initial geostress field at the dam site of the Jiangpinghe Hydropower Station was conducted using a threedimensional numerical model with different boundary loading conditions. The results show that the initial geostress is low at the dam site of the Jiangpinghe Hydropower Station, the maximum principal stress is 2.5MPa and its direction is N45°W, and the minimum principal stress is 1.5MPa with a direction of N45°E. There is agreement between the calculated and measured stress at the points for stress fitting, indicating that the initial geostress field at the dam site obtained by inverse analysis is reasonable and conforms to the historical background of the geological structure.

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周洪福,王春山,聂德新,等.江坪河水电站坝址区初始地应力场-三维数值反演分析[J].水利水电科技进展,2016,36(1):82-85.(ZHOU Hongfu, WANG Chunshan, NIE Dexin, et al. Three-dimensional numerical inverse analysis of initial geostress field at dam site of Jiangpinghe Hydropower Station[J]. Advances in Science and Technology of Water Resources,2016,36(1):82-85.(in Chinese))

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  • Received:
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  • Online: January 25,2016
  • Published: January 05,2016
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