沉管隧道底板面材质对砂流法地基影响的模型试验研究

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Abstract In the full-scale model test of sand-flow method，time-history curves of sand-deposit radius，water pressure in the sand-flow system and the one under the model board are obtained under the conditions of different bottom surface materials of immersed tunnel. The analyses show that quadratic relationship exists between sand-deposit expansion trend in each direction and time under different bottom surface materials. Sand-deposit expands faster and has a better balance and fullness under the smooth material condition，with the maximum radius of 879 cm and the fullness of 99.3%，which is slightly higher than the one under the rough condition. It is feasible to increase the designed radius of sand-deposit to simplify construction. Material conditions and sand-deposit expansion do not have an effect on the water pressure of system except the one under the model board.

Key words： tunnelling engineering immersed tunnel foundation treatment sand-flow method full-scale model test material of bottom surface surface roughness

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https://rockmech.whrsm.ac.cn/EN/Y2012/V31/I7/1452

[1] JAN S，GRANTZ W C. Structural design of immersed tunnels[J]. Tunnelling and Underground Space Technology，1997，12(2)：93–109. [2] 孙钧. 海底隧道工程设计施工若干关键技术的商榷[J]. 岩石力学与工程学报，2006，25(8)：1 513–1 521.(SUN Jun. Discussion on some key technical issues for design and construction of undersea tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(8)：1 513–1 521.(in Chinese)) [3] 王梦恕. 水下交通隧道发展现状与技术难题——兼论“台湾海峡海底铁路隧道建设方案”[J]. 岩石力学与工程学报，2008，27(11)：2 161–2 172.(WANG Mengshu. Current developments and technical issues of underwater traffic tunnel—discussion on construction scheme of Taiwan strait undersea railway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(11)：2 161–2 172.(in Chinese)) [4] KUESEL T R. Alternative concepts for undersea tunnels[J]. Tunnelling and Underground Space Technology，1986，1(1)：283–287. [5] 王艳宁，熊刚. 沉管隧道技术的应用与现状分析[J]. 现代隧道技术，2007，44(4)：1–4.(WANG Yanning，XIONG Gang. Application and state of the art of immersed tube tunnels[J]. Modern Tunnelling Technology，2007，44(4)：1–4.(in Chinese)) [6] 俞国青，傅宗甫. 欧美的沉管法隧道[J]. 水利水电科技进展，2000，20(6)：11–14.(YU Guoqing，FU Zongfu. Tunnels built by immersed tube method in Europe and America[J]. Advances in Science and Technology of Water Resources，2000，20(6)：11–14.(in Chinese)) [7] 杨文武. 沉管隧道工程技术的发展[J]. 隧道建设，2009，29(4)：397–404.(YANG Wenwu. Development of immersed tube tunneling technology[J]. Tunnel Construction，2009，29(4)：397–404.(in Chinese)) [8] 陈韶章，陈越，张弥. 沉管隧道设计与施工[M]. 北京：科学出版社，2002：278–312.(CHEN Shaozhang，CHEN Yue，ZHANG Mi. Immersed tube tunnel design and construction[M]. Beijing：Science Press，2002：278–312.(in Chinese)) [9] 张庆贺，高卫平. 水域沉管隧道基础处理方法的对比分析[J]. 岩土力学，2003，24(增2)：349–352.(ZHANG Qinghe，GAO Weiping. Comparison analysis on treatment methods of pipe-sinking tunnels[J]. Rock and Soil Mechanics，2003，24(Supp.2)：349–352.(in Chinese)) [10] IR. H. VAN TONGEREN. The foundation of immersed tunnels[C]// Delta Tunnelling Symposium. Amsterdam：[s.n.]，1978：48–57. [11] 黎志均. 珠江隧道工程基础灌砂试验研究[J]. 中国港湾建设，2001，(1)：18–20.(LI Zhijun. Study of sand filled foundation for underwater tunnel crossing Pearl River[J]. China Harbour Engineering，2001，(1)：18–20.(in Chinese)) [12] 郑爱元，谭忠盛，李治国. 沉管隧道基础灌砂模拟试验[J]. 中国工程科学，2009，11(7)：81–85.(ZHENG Aiyuan，TAN Zhongsheng，LI Zhiguo. Simulation experiment of pumped sand on immersed tunnel[J]. Engineering Sciences，2009，11(7)：81–85.(in Chinese)) [13] 房营光，黎伟，莫海鸿，等. 沉管隧道地基砂流法处理的砂盘扩展规律试验与分析[J]. 岩石力学与工程学报，2012，31(1)：206–216.(FANG Yingguang，LI Wei，MO Haihong，et al. Experiment and analysis of law of sand deposit expansion in foundation of immersed tube tunnel treated by sand flow method[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(1)：206–216.(in Chinese)) [14] GRANTZ W C，TAN L，BURGER H，et al. Waterproofing and maintenance[J]. Tunnelling and Underground Space Technology，1997，12(2)：111–124. [15] 王怀东，彭红霞. 伦头—生物岛沉管隧道浅谈混凝土管节的防水设计[J]. 现代隧道技术，2006，43(3)：18–22.(WANG Huaidong，PENG Hongxia. Waterproofing concrete tube sections for Luntou-Biologic Island submerged tunnel[J]. Modern Tunnelling Technology，2006，43(3)：18–22.(in Chinese)) [16] 陆明，朱祖熹. 沉管隧道防水防腐设计的优化及其探讨[J]. 中国建筑防水，2010，(2)：13–18.(LU Ming，ZHU Zuxi. Optimization and discussion of waterproofing and anticorrosion design of immersed tunnel[J]. China Building Waterproofing，2010，(2)：13–18.(in Chinese)) [17] 洲头咀隧道介绍广州市市政工程设计研究院，茂盛(亚洲)工程顾问有限公司. 广州市洲头咀隧道工程施工图设计[R]. 广州：广州市市政工程设计研究院，茂盛(亚洲)工程顾问有限公司，2008. (Guangzhou Municipal Engineering Design and Research Institute，Maunsell Consultants Asia Limited. Construction documents design of Guangzhou Zhoutouzui tunnel[R]. Guangzhou：Guangzhou Municipal Engineering Design and Research Institute，Maunsell Consultants Asia Limited，2008.(in Chinese)) [18] 莫海鸿，房营光，黎伟，等. 砂流法处理沉管隧道地基的模型试验方法[J]. 广东土木与建筑，2011，18(3)：14–17.(MO Haihong，FANG Yingguang，LI Wei，et al. Model test method for the foundation of immersed tunnel tube treated by sand flow method[J]. Guangdong Architecture Civil Engineering，2011，18(3)：14–17.(in Chinese)) [19] 中华人民共和国国家标准编写组. GB50021—2001 岩土工程勘察规范[S]. 北京：中国建筑工业出版社，2009.(The National Standard Compilation of the People's Republic of China. GB50021—2001 Code for investigation of geotechnical engineering[S]. Beijing：China Architecture and Building Press，2009. (in Chinese)) [20] 马建，黄彦平，黄军. 窄间隙矩形通道单相水纵向涡可视化实验研究[J]. 核动力工程，2011，32(1)：85–88.(MA Jian，HUANG Yanping，HUANG Jun. Visual experimental investigations on single- phase flow in narrow rectangular channel with longitudinal vortex[J]. Nuclear Power Engineering，2011，32(1)：85–88.(in Chinese))