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箬岭隧道软基流塑段处理
引用本文:张亚利,朱志刚. 箬岭隧道软基流塑段处理[J]. 山西建筑, 2009, 35(26): 301-302
作者姓名:张亚利  朱志刚
作者单位:中煤国际工程集团武汉设计研究院,湖北,武汉,430064
摘    要:通过对隧道出口段地质条件的概括,采用洞内钢管桩高压注浆加固处理,介绍了软基处理施工工艺及施工注意事项,软基加固结果表明:整个过程中没有出现安全和质量问题,方案实施达到了预期的效果。

关 键 词:隧道  软基流塑段  钢管桩  注浆加固

Soft foundation flow plastic section treatment of the Ruoling tunnel
ZHANG Ya-li,ZHU Zhi-gang. Soft foundation flow plastic section treatment of the Ruoling tunnel[J]. Shanxi Architecture, 2009, 35(26): 301-302
Authors:ZHANG Ya-li  ZHU Zhi-gang
Affiliation:ZHANG Ya-li ZHU Zhi-gang
Abstract:According to the conclusion on the geological condition of the tunnel exit section,the author adopts the horouchi steel pipe pile high pressure grouting reinforcement scheme,introduces the construction technology and construction attention points of the soft foundation treatment,the soft foundation reinforcement results show that there is no safety and quality in whole process,the scheme implementation reaches predicted effect.
Keywords:tunnel  soft foundation flow plastic section  steel pipe pile  grouting reinforcement
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