张文, 巨能攀, 郑达, 赵建军. 2010: 基于动力响应时程特征的堆积层滑坡失稳概率分析. 工程地质学报, 18(S1): 468-474.
    引用本文: 张文, 巨能攀, 郑达, 赵建军. 2010: 基于动力响应时程特征的堆积层滑坡失稳概率分析. 工程地质学报, 18(S1): 468-474.
    ZHANG Wen, JU Nengpan, ZHENG Da, ZHAO Jianjun. 2010: ANALYSIS ON INSTABLE PROBABILITY OF THE DEPOSITS LANDSLIDE BASED ON TIME HISTORY DYNAMIC RESPONSE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 468-474.
    Citation: ZHANG Wen, JU Nengpan, ZHENG Da, ZHAO Jianjun. 2010: ANALYSIS ON INSTABLE PROBABILITY OF THE DEPOSITS LANDSLIDE BASED ON TIME HISTORY DYNAMIC RESPONSE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 468-474.

    基于动力响应时程特征的堆积层滑坡失稳概率分析

    ANALYSIS ON INSTABLE PROBABILITY OF THE DEPOSITS LANDSLIDE BASED ON TIME HISTORY DYNAMIC RESPONSE

    • 摘要: 地震是触发滑坡发生的重要因素,汶川地震导致龙门山地区产生多处滑坡灾害。受强震的影响,众多天然状况下处于稳定状态的堆积层坡体发生了失稳破坏。通过对该地区某堆积层滑坡进行地质调查的基础上,阐明了地震作用下此类滑坡的变形破坏机理。采用有限元对其在地震作用下的稳定性状态进行了数值模拟,研究了这类堆积层滑坡在地震作用下的动力响应时程特征。分析了地震作用下堆积层滑坡的失稳概率,综合得知该滑坡在地震作用下处于欠稳定状态,从而合理的评价了滑坡的稳定性。

       

      Abstract: Earthquake is an important factor in triggering landslides,the Wenchuan earthquake caused many landslides hazards in Longmenshan region.Affected by strong earthquake,many deposits which are stable in natural conditions become unstable.On the basis of geological investigation to deposits landslide in the region,clarify the deformation mechanism of the landslide by the effect of earthquake.Adopted finite element simulated its stability state under earthquake,analysis the dynamic response feature under earthquake.Also we studied the features of instable probability of accumulation deposits landslide under earthquake.It is comprehensive that the landslide is less stable in the earthquake effect and thus evaluated the stability of the landslide reasonable.

       

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