首页 | 本学科首页   官方微博 | 高级检索  
     

岩溶地面塌陷危险性模糊评价方法
引用本文:曾玉莹,郑小战. 岩溶地面塌陷危险性模糊评价方法[J]. 力学学报, 2007, 15(1): 62-65
作者姓名:曾玉莹  郑小战
作者单位:广州市地质调查院,广州510440
摘    要:岩溶地面塌陷危险性评价是一个复杂而亟待解决的问题,本文针对岩溶地面塌陷危险性评价的特点,在综合考虑影响岩溶地面稳定性的多种因素的基础上,引入系统层分析方法和多级模糊评价方法,并以正态函数为隶属函数,以实数的加乘运算作为合成运算规则,建立了岩溶地面塌陷危险性评价的二级模糊评价模型,并将评价结果分为:稳定、较稳定、较不稳定和不稳定4级。应用于广州市某建设场地地质灾害评估工程,结果表明该方法具有良好的可靠性。

关 键 词:多级模糊评价理论  岩溶地面塌陷  危险性  层次分析法
收稿时间:2006-04-11
修稿时间:2006-07-14

FUZZY EVALUATION METHOD FOR KARST COLLAPSE RISKS
ZENG Yuying,ZHENG Xiaozhan. FUZZY EVALUATION METHOD FOR KARST COLLAPSE RISKS[J]. chinese journal of theoretical and applied mechanics, 2007, 15(1): 62-65
Authors:ZENG Yuying  ZHENG Xiaozhan
Affiliation:Guangzhou Geological Survey, Guangzhou510440
Abstract:The evaluation of fkarst collapse risks is a complex and important issue.After normal school function is accepted as a subjection function,and the real number’s addition and multiplication is occupied as composite role.Aiming at the evaluation of karst collapse risk,the model for the karst collapse risk is established with two stage fuzzy synthetic judgment theory and the analytic hierarchy process,.There are four evaluation results,stability,relative stability,relative instability,instability.From application to some engineering practice in Guangzhou,the results show that the method is reliable and has significant engineering and academic values.
Keywords:Multistage fuzzy synthetic judgment method  Karst collapse  Risk  Analytic hierarchy process  Guangzhou
点击此处可从《力学学报》浏览原始摘要信息
点击此处可从《力学学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号