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

软岩高边坡预应力锚索框架梁支护结构的试验研究
引用本文:王光勇,冉隆飞.软岩高边坡预应力锚索框架梁支护结构的试验研究[J].铁道科学与工程学报,2010,7(5).
作者姓名:王光勇  冉隆飞
作者单位:中铁十二局集团有限公司,山西,太原,030024;中铁十二局集团有限公司,山西,太原,030024
基金项目:国家自然科学基金资助项目(50678177); 铁道部科技研究开发计划项目(2005K002B4)
摘    要:通过试验发现锚索框架梁的受力分析必须分为张拉阶段和工作阶段,但工作阶段不是从锚索锁定后算起,而是从边坡有下滑的趋势算起比较合理;同时还进一步探讨了12节点预应力锚索框架梁的内力和作用于框架梁上土压力的分布,获得了框架梁内力及土压力的分布型式,并通过对预应力锚索的长期观测,得出了软岩高边坡锚索预应力的损失情况及一般规律,这将为同类高边坡工程的稳定性分析及其处理提供重要参考。

关 键 词:软岩高边坡  框架梁  锚索预应力  试验研究  内力分布型式

Experimental study on the beam frame supporting structure of pre-stressed anchor-ropes for high soft rocky slopes
WANG Guang-yong , RAN Long-fei.Experimental study on the beam frame supporting structure of pre-stressed anchor-ropes for high soft rocky slopes[J].Journal of Railway Science and Engineering,2010,7(5).
Authors:WANG Guang-yong  RAN Long-fei
Institution:WANG Guang-yong,RAN Long-fei(Railway 12 Bureau Group Co.,Ltd.,Taiyuan 030024,China)
Abstract:This paper discussed the distributions of the internal forces and the pressures with 12 nodes frame beam through the monitoring test and obtained the distributing patterns.Meanwhile,the author analyzed the pre-stressed loss situation of the anchor-ropes in high rocky slope based on long-term observating data,and obtained the general rule of pre-stressed loss of anchor-ropes.
Keywords:high soft rocky slope  frame beam  pre-stressed anchor-ropes  experimental study  internal forces distribution patterns  
本文献已被 CNKI 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