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太行山隧道膏溶角砾岩工程特性试验研究
引用本文:熊江陵,李建华.太行山隧道膏溶角砾岩工程特性试验研究[J].隧道建设,2007,27(A01):6-8,15.
作者姓名:熊江陵  李建华
作者单位:[1]中铁隧道集团太行山隧道Z5标项目部,山西盂县045108 [2]中铁隧道集团科研所,河南洛阳471009
摘    要:膏溶角砾岩具有强度低、土质不均、局部压缩性高的特点,属于复杂的特殊软岩,以太行山隧道Z5标段的膏溶角砾地质特征为依托,对膏溶角砾岩的地质背景、成因、工程特性等进行了分析研究,并着重介绍了膏溶角砾岩的工程性能现场试验分析结果。

关 键 词:膏溶角砾岩  工程特性  试验研究
修稿时间:2006-12-302007-02-07

Experimental Study on Gypsum Breccia in Engineering Behavior of Taihangshan Tunnel
XIONG Jiang-ling, LI Jian-hua.Experimental Study on Gypsum Breccia in Engineering Behavior of Taihangshan Tunnel[J].Tunnel Construction,2007,27(A01):6-8,15.
Authors:XIONG Jiang-ling  LI Jian-hua
Institution:1. Project Headquarters of Z5 Bid Section of Taihangshan Tunnel, China Railway Tunnel Group, Yu county 045108, Shanxi , China; 2. Scientific Research Institute under China Railway Tunnel Group Co. , Ltd. , Luoyang 471009, Henan, China
Abstract:Gypsum breccia, having such characteristics as low strength, heterogeneous quality and high local compressibility, belongs to complex soft rock of special type. On basis of the gypsum breccia geology of Z5 bid section of Taihangshan tunnel, the authors study on the geological background, origin and engineeringbehavior of gypsum breccia in the paper, placing the emphasis on the presentation of the results of the in-situ experiments on the engineering behavior of gypsum breccia.
Keywords:gypsum breccia  engineering behavior  experimental study
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