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基于地质雷达检测的深基坑隐患风险评价
  • ISSN号:1003-1995
  • 期刊名称:《铁道建筑》
  • 时间:0
  • 分类:TP393.092[自动化与计算机技术—计算机应用技术;自动化与计算机技术—计算机科学与技术] P642.22[天文地球—工程地质学;天文地球—地质矿产勘探;天文地球—地质学]
  • 作者机构:[1]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Educaffon, Beijing University of Technology, Beijing 100124, China, [2]North China Power Engineering Co., Ltd., China Power Engineering Consulting Group, Beijing 100120, China
  • 相关基金:The authors are grateful for financial support from the National Natural Science Foundation of China under Grant No. 50978007.
中文摘要:

Weak structural surface is one of the key factors controlling the stability of slopes.The stability of rock slopes is in general concerned with set of discontinuities.However,in soft rocks,failure can occur along surfaces approaching to a circular failure surface.To better understand the position of potential sliding surface,a new method called simplex-finite stochastic tracking method is proposed.This method basically divides sliding surface into two parts:one is described by smooth curve obtained by random searching,the other one is polyline formed by the weak structural surface.Single or multiple sliding surfaces can be considered,and consequently several types of combined sliding surfaces can be simulated.The paper will adopt the arc-polyline to simulate potential sliding surface and analyze the searching process of sliding surface.Accordingly,software for slope stability analysis using this method was developed and applied in real cases.The results show that,using simplex-finite stochastic tracking method,it is possible to locate the position of a potential sliding surface in the slope.

英文摘要:

Weak structural surface is one of the key factors controlling the stability of slopes. The stability of rock slopes is in general concerned with set of discontinuities. However, in soft rocks, failure can occur along surfaces approaching to a circular failure surface. To better understand the position of potential sliding surface, a new method called simplex-finite stochastic tracking method is proposed. This method basically divides sliding surface into two parts: one is described by smooth curve obtained by random searching, the other one is po|yline formed by the weak structural surface. Single or multiple sliding surfaces can be considered, and consequently several types of combined sliding surfaces can be simu- lated. The paper will adopt the arc-polyline to simulate potential sliding surface and analyze the searching process of sliding surface. Accordingly, software for slope stability analysis using this method was developed and applied in real cases. The results show that, using simplex-finite stochastic tracking method, it is possible to locate the position of a potential sliding surface in the slope.

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期刊信息
  • 《铁道建筑》
  • 中国科技核心期刊
  • 主管单位:中国铁路总公司
  • 主办单位:中国铁道科学研究院
  • 主编:叶阳升
  • 地址:北京海淀区西直门外大柳树路2号(铁道部科学研究院内)
  • 邮编:100081
  • 邮箱:tdjz@rails.cn tdjzbjb@126.com
  • 电话:010-51849235 51893552
  • 国际标准刊号:ISSN:1003-1995
  • 国内统一刊号:ISSN:11-2027/U
  • 邮发代号:2-405
  • 获奖情况:
  • 连续20年蝉联“中国核心期刊”,蝉联五届中文核心期刊(北京大学图书馆组织评选)
  • 国内外数据库收录:
  • 中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:14133