Strategic Study of CAE >> 2009, Volume 11, Issue 12
Study on construction mechanical behavior of silt filled karst cave tunne
China Railway 4th Survey and Design Group Co., Ltd., Wuhan 430063 China
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Abstract
When tunnel is constructed in karst cave zone, all kinds of filled caverns will be inevitably meet.The construction method and tunnel structure's stability becomes the key problem for the design and construction. The range of DK255+925~+976, filled with crushed rock and silt, forⅠline of Maluqing tunnel on Yichang-Wanzhou Railway is taken as an example. The mechanical responses of excavation and support are studied by using the three-dimensional fast Lagrangian analysis of continua method. The numerical simulation reveals the distribution characteristics of displacement for surrounding rock and displacement and interial stress for the shotcrete and the maximum axis force for locking anchor pipe under the condition of dynamic step excavation and support. The obtained conclusions offer a guideline for the design and construction of tunnels in similar underground projects.
Keywords
tunnelling engineering ; silt filled Karst cave ; mechanical behavior ; numerical simulation
References
[ 1 ] 中铁第四勘察设计研究院.宜万线长大岩溶隧道专项地质勘察—马鹿箐隧道工程地质勘察报告[R].武汉:中铁第四勘察设计研究院,2004
[ 2 ] 中铁第四勘察设计研究院.宜万线铁路隧道施工图设计[R].武汉:中铁第四勘察设计研究院,2005
[ 3 ] 张民庆,黄鸿健,殷怀连,等.齐岳山隧道富水溶槽注浆堵水技术[J].现代隧道技术,2006,43(3):47–50 link1
[ 4 ] 周宇.锁脚锚管和仰拱注浆对控制大断面海底隧道位移的有效性分析[J].岩石力学与工程学报,2007,26(增2):3830-3834 link1
[ 5 ] Itasca Consulting Group Inc.FLAC3D( fast Lagrangian analysis ofcontinua in three dimensions ) , User Manuals ( version R 3.0 ) [ R] .Minneapolis,Minnesota:Itasca Consulting Group Inc,2005
[ 6 ] 蒋树屏,李建军.公路隧道前置式洞口工法的三维数值分析[J].岩土工程学报,2007,29(4):484–489 link1
[ 7 ] 曾超,邱祥波,李术才,等.海底隧道的数值模拟研究[J].岩石力学与工程学报,2003,22(增1):2264–2267 link1
[ 8 ] 张延新,蔡美峰,乔兰,等.高速公路隧道开挖与支护力学行为研究[J].岩石力学与工程学报,2006,25(6):1285–1289 link1
[ 9 ] 中华人民共和国行业标准编写组.TB10003–2005铁路隧道设计规范[S].北京:中国铁道出版社,2005
[10] 重庆交通科研设计院.JTGD70-2004公路隧道设计规范[S].北京:人民交通出版社,2004