首页> 外文会议>Beijing Jiaotong University;International conference on railway engineering;Beijing Key Laboratory of Track Engineering;China Railway Society >APPLICATION OF COMBINED STRUCTURE WITH ANCHOR FRAMEWORK BEAM AND PILE IN SANDSTONE AND MUDSTONE INTERBED LAYERED FOR HIGH SLOPE TREATMENT
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APPLICATION OF COMBINED STRUCTURE WITH ANCHOR FRAMEWORK BEAM AND PILE IN SANDSTONE AND MUDSTONE INTERBED LAYERED FOR HIGH SLOPE TREATMENT

机译:锚杆框架梁与桩联合结构在高边坡砂岩泥浆互层中的应用。

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As large civil engineering construction and building,bedding rock slope has been given sufficient attention,but due to lack of sufficient knowledge of bedding slope,bedding slope caused by major accidents are common.The combination structure of anchor framework beam and pile as slope governance of a new method,in slope governance gradually get application,this article relays on Chongqing Fuling-Fengdu-Shizhu Highway research topics,in integrated consider has slope geological features and engineering,through on anchor stretching force,anti-sliding pile of anti-sliding force and slope intemal deformation of monitoring and the analysis,this combination can effectively govern sand-mudstone sustained pour high slope and provide basis to for similar slope problem.
机译:作为大型的土木工程建筑,层理岩的边坡受到了足够的重视,但由于对层理边坡的认识不足,因此重大事故造成的层理边坡较为普遍。一种新的方法,在边坡治理中逐渐得到应用,本文以重庆Fu陵-丰-石竹公路为研究对象,综合考虑了边坡的地质特征和工程特点,通过对锚杆的张拉力,抗滑桩的抗滑力进行综合研究。通过对边坡内部变形的监测和分析,可以有效地控制砂泥岩持续浇筑的高边坡,为类似边坡问题提供依据。

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