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

公路边坡锚索框架梁内力计算及参数影响分析
引用本文:马洪生,黄志毅.公路边坡锚索框架梁内力计算及参数影响分析[J].路基工程,2015,0(3):38-41.
作者姓名:马洪生  黄志毅
作者单位:1.四川省交通运输厅公路规划勘察设计研究院, 成都 610041
基金项目:交通运输部建设科技项目:四川藏区高海拔高烈度条件下公路建设减灾关键技术研究,四川交通建设科技项目:灾害环境下都汶公路建设与修复关键技术研究与应用
摘    要:预应力锚索框架支护体系广泛应用于公路边坡工程的修复与加固中,框架梁作为该支护体系中不可缺的一部分,其内力计算和相关参数的影响研究显得尤为重要。依托预应力锚索框架加固边坡的工程案例,通过框架梁内力实测值与现今工程中较为常用的框架梁计算方法的计算结果的对比,研究了不同计算方法的准确性和适用性。在对比分析结果的基础上,重点探讨了梁截面尺寸、悬臂端长度及地基反力系数等因素对框架梁内力及地基反力的影响。

关 键 词:边坡加固    预应力锚索框架    地基反力    框架梁内力    参数影响
收稿时间:2019-11-10

Analysis on Internal Force Calculation and Parameter Impact of Cable Frame Beam for Road Slope
Authors:MA Hongsheng  HUANG Zhiyi
Abstract:Prestressed anchor cable framework is a supporting system extensively used in repair and reinforcement of road slope, wherein the frame beam, as an indispensable part of the system, is paid attention to by the study of internal force calculation and parameter impact. Depending on such project case, the measured values of the internal force and the values calculated from the commonly-used method were compared, by which the accuracy and applicability of these different methods were studied. As a result, how the factors, such as the dimension of beam section, the length of cantilever end and the coefficient of subgrade reaction, impact the internal force of frame beam and the subgrade reaction, was discussed.
Keywords:slope reinforcement  pre-stressed anchor cable framework  subgrade reaction  internal force of frame beam  parameter impact
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》下载免费的PDF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