计算并分析了震源力学状态这种变化在其周围产生的附加应力场，以及反映这一过程的地应力变化特征。
Based on this variation of mechanical state at the earthquake fault, the additional stress given rise on its surroundings and the stress change of this process have been computed and analyzed.
并分析了地应力状态对地下厂房、引水隧洞、气垫调压室稳定性的影响。
Finally, the impacts of in-situ stresses on the underground factory caverns, water tunnels and air-cushion pressure adjustment cavern are discussed.
在现场测量和结果计算、分析过程中，采用了一系列的新理论和新技术，以提高测量结果的可靠性和精度。通过现场实测获得矿区5个水平、 12个测点的三维地应力状态。
To increase the reliability and accuracy of results measured, a series of new theory and technique has been adopted during in site measurement and calculation & analysis of results measured.
在现场测量和结果计算、分析过程中，采用了一系列的新理论和新技术，以提高测量结果的可靠性和精度。通过现场实测获得矿区5个水平、 12个测点的三维地应力状态。
To increase the reliability and accuracy of results measured, a series of new theory and technique has been adopted during in site measurement and calculation & analysis of results measured.
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