城市垃圾填埋场的地震稳定性评价是环境岩土工程领域遇到的新问题。
Seismic stability evaluation of municipal waste landfill is a new challenge in environmental geotechnology.
简述了岩质陡高边坡地震动力响应分析的基本原理与计算方法，建立了评价稳定性的计算公式。
This paper gives the basic theory and computation method of high? Steep rocky slope under earthquake loads and the formulae for evaluating slope stability.
阐明这些地区晚第四纪的地壳运动对于研究断裂的活动性、地震预测预报以及重大工程的区域稳定性评价均有重要意义。
This result is significant for the research on the fault activity and earthquake prediction and for the stability evaluation of important engineering region.
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