• Trial method is used to back analyze the parameters of right abutment rock mass, the more accurate parameters of mechanics are acquired.

    采用试算法对右岸岩体的力学参数进行了反演分析,得到了能较好反映实际情况的坝体及基岩的综合力学参数。

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  • It is found that the staged cut with duplex-square has the best blasting effect in trial shafts sinking. This experimental result is analyzed with the existing achievements of rock dynamics.

    结果表明:复式正方形分层分段掏槽在试验井筒中有最佳的爆破效果,并应用现有岩石动力学的成果分析了这一试验结果的原因。

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  • Deformation modulus for dam foundation rock must be determined reasonably when stress in dam is analyzed with arch and cantilever trial load method.

    在拱梁分载法坝体应力分析时,需要合理确定坝基岩体的变形模量值。

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  • Deformation modulus for dam foundation rock must be determined reasonably when stress in dam is analyzed with arch and cantilever trial load method.

    在拱梁分载法坝体应力分析时,需要合理确定坝基岩体的变形模量值。

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