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金属矿山 ›› 2013, Vol. 42 ›› Issue (07): 54-57+61.

• 采矿工程 • 上一篇    下一篇

新岩滑坡地震与交通动荷载响应分析

马玉飞1,陈剑平1,牛宏志2,熊辉1,项良俊1,何隆祥1   

  1. 1.吉林大学建设工程学院;2.吉林省交通勘察设计有限公司
  • 出版日期:2013-07-15 发布日期:2013-08-12
  • 基金资助:

    * 国家自然科学基金项目(编号:40872170),吉林省交通厅项目(编号:2011-1-16)。

Dynamic Response Analysis of Earthquake and Traffic Loads of Xinyan Landslide

Ma Yufei1,Chen Jianping1,Niu Hongzhi2,Xiong Hui1,Xiang Liangjun1,He Longxiang1   

  1. 1.College of Construction Engineering,Jilin University; 2.Jilin Investigation and Design of Communications Co.,Ltd.
  • Online:2013-07-15 Published:2013-08-12

摘要: 为了研究动荷载对滑坡稳定性的影响,以吉林省在建汪延高速公路上的新岩滑坡为依托,借助GeoStudio软件建立有限元模型,输入不同峰值加速度的地震荷载与模拟交通震动荷载,通过滑坡稳定性系数的变化来研究2种动荷载对滑坡的影响。通过加荷前后的对比发现,施加动荷载后滑坡稳定性系数均大大降低,并且施加交通震动荷载后稳定性系数下降值略大于施加地震荷载后的下降值。由此可知,在该滑坡中这2种动荷载对滑坡内应力及稳定性影响较大,特别是交通震动荷载对其稳定性影响更大。研究结果可为公路滑坡在震动荷载作用下的稳定性评价及支护设计提供一定的参考依据。

关键词: 滑坡稳定性, GeoStudio, 动荷载响应, 地震荷载, 交通荷载

Abstract: To research the effects of dynamic loads on landslide stability,based on the Xinyan landslide on the Wangyan highway in Jilin Province,a finite element model was established with the help of GeoStudio,then earthquake loads with different PGAs and traffic vibration loads were input. The influence of these dynamic loads on landslide was reflected through the changes of landslide stability coefficient. Through comparing before and after the inputs,it was found that stability coefficient of landslide decreased under dynamic loads and the decrease value under the traffic vibration loads was larger than that under the earthquake loads. Therefore,it can be concluded that the landslide stress and stability are greatly influenced by these two dynamic loads,and especially the influence of traffic vibration loads is larger. The results can provide certain reference for stability evaluation and supporting design of highway landslide under dynamic loads.

Key words: Stability of landslide, GeoStudio, Dynamic response, Earthquake loads, Traffic loads