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顺层或逆层岩质急倾斜边坡坡角的确定
  • ISSN号:1009-6094
  • 期刊名称:《安全与环境学报》
  • 时间:0
  • 分类:X936[环境科学与工程—安全科学]
  • 作者机构:[1]辽宁工程技术大学安全科学与工程学院,辽宁阜新123000, [2]辽宁工程技术大学矿山热动力灾害与防治教育部重点实验室,辽宁阜新123000, [3]辽宁省隧道与地下结构工程技术研究中心、大连交通大学,辽宁大连116028, [4]辽宁工程技术大学力学与工程学院,辽宁阜新123000
  • 相关基金:国家自然科学基金项目(51274110,51474121)
中文摘要:

为了解当岩体具有急倾斜构造和水平裂隙发育时,由该岩体形成顺层和逆层边坡情况下,不同坡角对该边坡稳定性的影响,使用基于颗粒流理论的PFC3D进行了模拟。利用PFC3D中的JSET和Bonds模拟了非连续性和连续性的岩体构造形式。构建了坡角为40°、50°、60°、70°和80°的顺层和逆层边坡,并对边坡稳定性进行了模拟。模拟结果表明,岩层的重力作用在逆层时有利于岩体外倾,顺层时抑制外倾。相同坡角时顺层较逆层更为稳定。大变形裂隙区的出现位置与岩体构造有很大关系。提出的修建边坡坡角建议为顺层时坡角不应大于60°,逆层时坡角不应大于50°。

英文摘要:

The paper attempts to make an exploration of the way for determining the slanting dip grade of the bedding or inverse steep rock slope.In order to understand the effects of the different slope dips on the slope stability,we have made simulated slopes based on the PFC3 D in accordance with the particle flow theory.In general,slopes are formed by the bedding or inverse layers in the steep inclined seams or horizontally flat fracture in the slope.And,therefore,in correspondence with the above said structural features,we have made simulated structures of the discontinuous and continuous rock mass with the JSET or bonds in PFC3 D.Whereas the steep structure dip in the rock is roughly about 87°degrees,the destructive characteristic features of the bedding and inverse layers tend to be weak.In order to test the fragile characteristic features of the bedding and inverse layers,we have simulated the constructive features of the slope in the dip forms in40°,50°,60°,70° and/or 80° degrees,whose stability tend to be rather weak.The slope dip in an angle range between 40°-80° should thus have little effect on the dip of the dotted line under the inverse layer.Nevertheless,the underlying reason for the rock migration lies in the transition from the stress release to gravity.And,theoretically speaking,the fracture development regularity of the slope(the slope dip of 40°—80°) evolution with bedding can be the same with that of the inverse layer,though the migration of the slope rock tends to be more obvious in its development with different degrees on the condition with its changing limit no more than 70°.Thus,the comprehensive results of the simulation show that the effect of the rock gravity should help the rock decumbent in the inverse layer whereas it inhabits the decumbent process in the bedding layer.With the same slope dip,the bedding layer proves to be more stable than the inverse.What is more,the large deformed fractured zone should have been very much closely related with the rock mass structure condit

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期刊信息
  • 《安全与环境学报》
  • 北大核心期刊(2011版)
  • 主管单位:中国兵器工业集团公司
  • 主办单位:北京理工大学 中国环境科学学会 中国职业安全健康协会
  • 主编:冯长根
  • 地址:北京市海淀区中关村南大街5号
  • 邮编:100081
  • 邮箱:aqyhjxb@263.net;aqyhjxb@wuma.com.cn
  • 电话:010-68913997
  • 国际标准刊号:ISSN:1009-6094
  • 国内统一刊号:ISSN:11-4537/X
  • 邮发代号:2-770
  • 获奖情况:
  • 获首届《CAJ-CD》执行优秀期刊奖,中国科技论文统计源期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),中国中国科技核心期刊,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)
  • 被引量:17182