文章摘要
引用本文:池永翔,吴振祥,黄志强.泰宁县梅口乡吊桥新村滑坡稳定性分析及其治理[J].福州大学学报(自然科学版),2006,34(6):888~892
泰宁县梅口乡吊桥新村滑坡稳定性分析及其治理
Study on the stability and treatment of the landslide at Diaoqiao village of Meikou, Taining county
  修订日期:2005-11-03
DOI:10.7631/issn.1000-2243.2006.6.888
中文关键词: 吊桥新村,滑坡,稳定性,泰宁
英文关键词: Diaoqiao village,landslide,stability,Taining
基金项目:
作者单位
池永翔,吴振祥,黄志强 1. 中国地质大学环境学院,湖北,武汉,430074
2. 福州大学岩土工程与工程地质研究所
,福建,福州,350002
3. 福建岩土工程勘察研究院
,福建,福州,350001 
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中文摘要:
      分析了吊桥新村滑坡体的规模、类型、成因,通过定性、定量方法探讨其稳定性,并提出相应的治理方案.研究表明,该滑坡的滑坡类型属土质、浅层、牵引式工程滑坡.滑坡体目前处于极限平衡状态,在连续降雨或暴雨等的影响下,有可能造成整体快速下滑.建议采取排水、支挡护坡等综合治理方法进行治理,并进行滑坡体位移监测.
英文摘要:
      In this paper the scope,style,cause of the landslide at Diaoqiao village of Meikou,Taining County,is analyzed,and the stability is researched by means of qualitative and quantitative methods,the treatment scheme is put forward.The mode of landslide belongs to a kind of soilshallow-draught slide.At present the slope is in the state of limit equilibrium,it is possible to slide fast under the influence of continuous rainfall or rainstorm.It is suggested that the treatment techniques such as drainage and retaining and protecting be taken for the landslide treatment,and it is necessary to monitor the slope displacement.
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