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高地压应力强膨胀性围岩中隧道施工优化技术
引用本文:樊小林. 高地压应力强膨胀性围岩中隧道施工优化技术[J]. 水利与建筑工程学报, 2009, 7(3): 116-119
作者姓名:樊小林
作者单位:中铁二十局集团公司,陕西,西安,710016
摘    要:强膨胀岩在深埋高地应力作用下,经过应力的重新分布,会对隧道结构产生强大的"膨压"作用。以被称为"西南第一难隧"的四角田隧道为施工对象,从隧道开挖断面选择、初支、二衬、监控测量等方面,结合"新奥法"设计理念,阐述了高地应力作用下强膨胀岩隧道施工技术。是"新奥法"灵活运用的一个展现。

关 键 词:高地压应力  强膨胀性围岩  隧道  施工

Tunnel Construction under High Ground Pressure and High-expansion Wall Rock
FAN Xiao-lin. Tunnel Construction under High Ground Pressure and High-expansion Wall Rock[J]. Journal of Water Resources Architectural Engineering, 2009, 7(3): 116-119
Authors:FAN Xiao-lin
Affiliation:China Railway 20th Bureau Group Company;Xi'an;Shaanxi 710016;China
Abstract:After a tunnel is excavated,the stress distribution of high-expansion wall rock should be changed,thus pushing the tunnel structure.Combined with the construction of Sijiaotian Tunnel which is the most formidable in the south-west section of China,the optimized construction technique is introduced here along with the excavation section's choice,initial supporting,secondary supporting and monitoring measurement using NATM.
Keywords:high ground compression stress  high-expansion wall rock  tunnel  construction  
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