山林地区边坡稳定性评价方法研究  

Slope Stability Evaluation Method in Mountain Forest Area

作　　者：姜安民 董彦辰[1,2] 刘璨[1] 杨盛旭 李旋[1] 周婧怡 JIANG An-min;DONG Yan-chen;LIU Can;YANG Sheng-xu;LI Xuan;ZHOU Jing-yi(Department of Management Engineering,Hunan Urban Construction College,Xiangtan 411100 China;School of Civil Engineering,Central South University of Forestry and Technology,Changsha 410004 China)

机构地区：[1]湖南城建职业技术学院管理工程系,湖南湘潭411100 [2]中南林业科技大学土木工程学院,湖南长沙410004

出　　处：《科技创新与生产力》2023年第1期82-84,共3页Sci-tech Innovation and Productivity

基　　金：湖南省自然资源厅科研项目(2022-50);湖南城建职业技术学院科学研究项目(21YJYB14,20YJZD02)。

摘　　要：在山林地区进行工程建设经常出现边坡失稳问题,严重影响工程安全,鉴于此,对山林地区边坡稳定性评价方法展开研究。首先,介绍了山林地区边坡稳定性评价指标体系的建立情况,给出了评价指标体系建立过程中应遵循的一些原则;其次,针对评价指标权重的确定给出了一种操作相对简单的方法,即0~6评分法;最后,基于模糊理论构建了山林地区边坡稳定性综合评价模型,介绍了该模型的操作流程。本研究内容具有一定的针对性,以期为同类研究提供参考。Slope instability often occurs in engineering construction in mountain forest areas,which seriously affects engineering safety.In view of this,this paper studies the evaluation method of slope stability in mountain forest area.Firstly,the establishment of slope stability evaluation index system in mountain forest areas is introduced,and some principles that should be followed in the establishment of evaluation index system are given.Secondly,a relatively simple method for determining the weight of evaluation index is given,namely 0~6 scoring method.Finally,a comprehensive evaluation model of slope stability in mountain forest areas is constructed based on fuzzy theory,and the operation process of the model is introduced.The content of this study has pertinence and is targeted to provide reference for similar research.

关 键 词：边坡稳定性 山林地区 评价方法 模糊理论 

分 类 号：TU457[建筑科学—岩土工程]