汪美华,赵慧,倪天翔,陈亮,王立朝.基于不连续布局优化法的那勒寺古滑坡稳定性分析[J].西北地质,2020,53(1):234-242 WANG Meihua,ZHAO hui,NI Tianxiang,CHEN Liang,WANG Lichao.Stability Analysis of the Nalesi Ancient Landslide Based on the Discontinuous Layout Optimization[J].Northwestern Geology,2020,53(1):234-242
基于不连续布局优化法的那勒寺古滑坡稳定性分析
Stability Analysis of the Nalesi Ancient Landslide Based on the Discontinuous Layout Optimization
投稿时间:2019-07-17  修订日期:2019-10-20
DOI:10.19751/j.cnki.61-1149/p.2020.01.022
中文关键词:  那勒寺滑坡;地质灾害;稳定性评价;不连续布局优化法;巴谢河;洮河
英文关键词:Nalesi landslide;geological hazard;stability assessment;discontinuous layout optimization;Baxiehe;Taohe
基金项目:中国地质调查局地质调查项目"洮河流域中游灾害地质调查"(DD20190645),"洮河流域下游地质灾害调查"(DD20160280)
作者单位E-mail
汪美华 中国地质环境监测院(自然资源部地质灾害技术指导中心), 北京 100081  
赵慧 中国地质环境监测院(自然资源部地质灾害技术指导中心), 北京 100081  
倪天翔 中国地质环境监测院(自然资源部地质灾害技术指导中心), 北京 100081  
陈亮 中国地质环境监测院(自然资源部地质灾害技术指导中心), 北京 100081  
王立朝 中国地质环境监测院(自然资源部地质灾害技术指导中心), 北京 100081 wanglc@cigem.cn 
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中文摘要:
      巴谢河(那勒寺河)流域地处陇西黄土高原西部临夏构造盆地中心,河北岸新老滑坡十分发育,那勒寺古滑坡就是其中最具代表性的一个,且因切坡建房,坡脚形成高20 m的临空面,存在一定危险性。笔者在野外调查滑坡发育特征的基础上,采用不连续布局优化法(Discontinuity Layout Optimization,DLO),分析了在天然状态、极端降雨以及地震工况条件下的滑坡稳定性。结果表明:在天然工况下其稳定系数为1.49,在极端暴雨及地震工况下的稳定性系数分别为0.95,0.96,可见其当前稳定,但在不利条件下存在失稳的可能。建议在滑坡体治理工程设计时采取前缘支挡、后缘及坡面疏通排水等综合防治措施,并尽快开展专业监测,切实保护坡脚和那勒寺镇居民的生命和财产安全。
英文摘要:
      The Baxiehe basin is located in the center of the Linxia tectonic basin in the western part of the Loess Plateau in Gansu Province. On the northern bank of the river, the ancient and new landslides are well developed, one of which is the Nalesi ancient landslide. The slope of the Nalesi landslide was cut to build houses and thus formed a 20 m high surface, which is dangerous. On the basis of field investigation, this paper analyzes the stability of the landslides under natural conditions, extreme rainfall, and seismic conditions, using Discontinuous Layout Optimization (DLO). The stability coefficient is 1.49 under natural condition, 0.95 under extreme torrential rain, and 0.96 under seismic condition. The results show that there is a possibility of instability under adverse conditions. It is suggested that in the design of landslide treatment, comprehensive prevention such as front edge retaining, back edge and slope dredging and drainage should be taken, and professional monitoring should be carried out as soon as possible to protect both the life and property of the residents at the foot of slope and in the Nalesi town as well.
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