首页 | 本学科首页   官方微博 | 高级检索  
     检索      

岩体边坡稳定性的灰色系统类比预测
引用本文:魏星,虎旭林,郑璐石.岩体边坡稳定性的灰色系统类比预测[J].宁夏大学学报(自然科学版),2002,23(1):37-40.
作者姓名:魏星  虎旭林  郑璐石
作者单位:宁夏大学,物理与电气信息工程系,宁夏,银川,750021
摘    要:将复杂的岩体边坡系统视为一个灰色系统 ,在综合分析岩体边坡影响因素的基础上 ,采用表征边坡岩体稳定性的复合指标作为评判其稳定性的因素 ,给出了一种基于复合指标的边坡岩体稳定性的灰色系统类比预测模型 .算例结果表明 ,该法简单、直观、实用性强 ,有较好的预测结果 ,很适合于工程应用

关 键 词:岩体边坡  稳定性分析  灰色系统  复合指标
文章编号:0253-2328(2002)01-0037-04
修稿时间:2001年8月6日

Gray system predicting of rock slope based on composite index
WEI Xing,HU Xu-lin,ZHENG Lu-shi.Gray system predicting of rock slope based on composite index[J].Journal of Ningxia University(Natural Science Edition),2002,23(1):37-40.
Authors:WEI Xing  HU Xu-lin  ZHENG Lu-shi
Abstract:The complex rock slope system can be viewed as a gray system. In this paper,gray system was adopted to analyze and evaluate rock slop stability.Generalized the influence factor,composite index was presented here.The quality of rock,the control angle of the slope,the effect of height and the joint type are all taken into account in the composite index.Compound index of rock slope analysis is also used in predicting the stability of rock slope.The result indicates that this method is simple,practical,and it is fit to adopt in engineering.
Keywords:rock slope  stability analysis  gray system  composite index
本文献已被 CNKI 维普 万方数据 等数据库收录!
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