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

棚洞结构模型试验研究
引用本文:胡学兵,黄伦海.棚洞结构模型试验研究[J].公路交通技术,2012(2):88-93,97.
作者姓名:胡学兵  黄伦海
作者单位:招商局重庆交通科研设计院有限公司,重庆,400067
摘    要:为了深入研究公路棚洞与边坡围岩体间的相互作用关系,应用基本相似模型试验,对不同边坡围岩条件、不同开挖坡率、不同回填体材料、不同边坡高度等组合情况进行试验。试验过程中,对回填体与边坡及棚洞结构间的接触应力、棚洞结构的表面应力、棚洞结构的位移等指标进行测试。模型试验结果表明,在相同边坡条件和棚洞结构条件下,土石回填相对于片石回填,棚洞结构的内力更大;相对于土质边坡,岩质边坡情况下棚洞结构受回填体材料的影响更大。

关 键 词:棚洞  边坡  相互作用  模型试验  结构内力  位移

Experimental Research on Structural Models of Shed Tunnels
HU Xuebing , HUANG Lunhai.Experimental Research on Structural Models of Shed Tunnels[J].Technology of Highway and Transport,2012(2):88-93,97.
Authors:HU Xuebing  HUANG Lunhai
Institution:HU Xuebing, HUANG Lunhai
Abstract:For the sake of deep research on interaction between shed tunnels and ways, this paper tests the combination of different conditions of slope wall rocks, slope wall rocks of highdifferent excavated slope of basically similar model and slopes and shed tun-nel structures, surface stress of shed tunnel struc'tures and displacement of shed tunnel structures are tested. The model test result shows that the internal force of shed tunnel structures is bigger for soil and rockbackfilling comparing to rubble backfilling under the same slope conditions and shed tunnel structure conditions; and the influence of backfilling materials on shed tunnel structures is larger in the case of rock slope relative to soil slope.
Keywords:shed tunnel  slope  interaction  model test  internal force of structure  displacement
本文献已被 CNKI 维普 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