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层次分析法在边坡削坡方案设计中的应用 被引量:1
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作者 朱合轩 付厚利 +2 位作者 秦哲 陈绪新 刘兴 《煤炭技术》 CAS 北大核心 2017年第2期211-213,共3页
为选出最优边坡削坡方案设计,基于层次分析法通过统计、理论分析和数值模拟相结合的方法,研究了边坡削坡方案设计相关的工程实例,并利用求解判断矩阵特征向量的办法,求得指标层因素的权重;对影响边坡削坡方案设计的安全因素进行数值模拟... 为选出最优边坡削坡方案设计,基于层次分析法通过统计、理论分析和数值模拟相结合的方法,研究了边坡削坡方案设计相关的工程实例,并利用求解判断矩阵特征向量的办法,求得指标层因素的权重;对影响边坡削坡方案设计的安全因素进行数值模拟,并对影响边坡削坡方案设计的工程进度和工程造价进行专家评定,从而根据数值模拟和专家评定结果对3种边坡削坡方案设计相对于指标层因素评分,最后比较指标层因素权重与其评分乘积得出最终的评分,评定出最优边坡削坡方案设计。 展开更多
关键词 边坡削坡 层次分析法 判断矩阵
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高速公路拓宽工程中的路基处理措施 被引量:4
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作者 刘飞飞 许铖 刘权 《华东公路》 2015年第1期23-25,共3页
近年来,高速公路拓宽改建工程越来越普遍,相应的也出现了一系列的工程问题,特别是新旧路基的差异沉降带来的路基失稳和路面裂缝等一些问题,这些问题越来越引起人们的注意。拓宽工程中出现的差异沉降是不可避免的,但是如何在设计与施工... 近年来,高速公路拓宽改建工程越来越普遍,相应的也出现了一系列的工程问题,特别是新旧路基的差异沉降带来的路基失稳和路面裂缝等一些问题,这些问题越来越引起人们的注意。拓宽工程中出现的差异沉降是不可避免的,但是如何在设计与施工中来降低这些差异沉降是重中之重。控制新旧路基差异沉降的处治措施有许多种,本文主要从路基处理方面出发,阐述了旧路边坡的削坡和台阶开挖、采用轻质路基填料、土工格栅加筋处置、采用冲击压实机具等几种路基处理措施来降低差异沉降,进而控制路基的变形,提高拓宽公路的质量和行车舒适性。。 展开更多
关键词 差异沉降 边坡削坡 台阶开挖 轻质路基填料 土工格栅 冲击压实
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老虎垅石灰岩矿老露采区地质环境治理与绿色复垦技术研究 被引量:1
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作者 李守爱 《现代矿业》 CAS 2021年第1期232-235,共4页
为了实现矿山“边开采、边治理”式的可持续发展,老虎垅石灰岩矿在分析矿区地质环境和老露采区地质环境影响因素的基础上提出露天矿山绿色复垦综合技术。研究表明,治理区地层岩石质量好,岩体完整,岩石强度较坚硬,岩体质量属Ⅲ类中等,总... 为了实现矿山“边开采、边治理”式的可持续发展,老虎垅石灰岩矿在分析矿区地质环境和老露采区地质环境影响因素的基础上提出露天矿山绿色复垦综合技术。研究表明,治理区地层岩石质量好,岩体完整,岩石强度较坚硬,岩体质量属Ⅲ类中等,总体工程地质条件整体较好。矿区地质环境治理方案主要包括清坡、削坡及修建台阶工程,废石回填与场地平整,修建截水沟及设置警示牌等措施。土地绿色复垦中,老露采区平台区进行覆土复垦及植被恢复,边坡区通过直接播撒草籽复垦为林地,靠帮边坡区采用客土喷播复绿。近两年的边坡稳定性监测表明,矿区地质环境治理效果良好,实现了矿山的绿色可持续发展。 展开更多
关键词 地质环境 边坡削坡 绿色复垦 客土喷播 稳定性监测
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Dynamic Design and Construction of Highway Cut Slopes in Huangshan Area, China
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作者 JU Nengpan ZHAO Jianjun +1 位作者 HUANG Runqiu DUAN Haipeng 《Journal of Mountain Science》 SCIE CSCD 2011年第2期154-165,共12页
Deformation and failure of high slope impact the construction and operation safety of highway in the mountainous areas. The deformation and failure are mainly caused by poor design which normally has not well combined... Deformation and failure of high slope impact the construction and operation safety of highway in the mountainous areas. The deformation and failure are mainly caused by poor design which normally has not well combined with the geological conditions and unplanned construction. Therefore, effective design and construction management should be conducted for ensuring a successful construction without damage and risk. In light of the reality of high slope construction along highway in the Huangshan area, this paper proposes a technical procedure for dynamic design and construction management of high slopes along highway in the mountainous area. The proposed construction management scheme is divided into three phases, i.e., 1) design phase, 2) preparation phase of excavation, and 3) construction phase. During the design phase, experiences and lessons learnt from the design and construction of other high slopes along highway in the same region are summarized. The number of slopes and slope height should be optimized from the aspects of route selection and route form. During the preparation phase of excavation, "Excavation Permit Management System" should be adopted, and construction scheme should be made by the construction unit, then the scientific research and design unit determine whether it guarantees slope stability and makes optimization measures. During the construction phase, the scientific research unit would make proposal of optimization design, and apply the achievements of scientific research into practice through common efforts of various units based on the understanding of excavation and investigation. The management system mentioned above is adopted to conduct dynamic design and construction management for more than 90 slopes along the Huangshan - Taling - Taolin Expressway, and successful results of application have been achieved. 展开更多
关键词 Highway cut slopes Dynamic design and construction Excavation Permit Management System Slope stability
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