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压力差对盾构施工形成泥膜所需泥浆量的影响 被引量:2

Pressure gap's affect to slurry consumption in slurry shield construction
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摘要 采用泥水盾构施工,进行带压开仓时,通常采用泥膜闭气的方法来平衡开挖面后部的土水压力。这就需要在掌子面表面形成一层泥膜,从而达到闭气的目的。本文通过采用自制的泥膜闭气装置,在实验室内开展了不同压力差下形成泥膜的试验。试验表明,当形成泥膜时,泥浆消耗量随着压力差的增大而减小。 In slurry shield construction, opening a chamber under compressed air is usually needed. To ensure the stability of excavation face in slurry shield, a pressed filter cake must be formed on the working face. In this paper, a new test apparatus was developed to study the airproof capability of a filter cake under varied pressure difference. Test results indicate that when the argitan was formed, the slurry consumption reduces along with the pressure difference growth.
出处 《河北工程大学学报(自然科学版)》 CAS 2016年第4期39-41,46,共4页 Journal of Hebei University of Engineering:Natural Science Edition
基金 国家自然科学基金资助项目(51378176)
关键词 泥水盾构 泥膜 压力差 泥浆消耗量 slurry shield filter cake pressure gap slurry consumption
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  • 1韩晓瑞,朱伟,刘泉维,钟小春,闵凡路.泥浆性质对泥水盾构开挖面泥膜形成质量影响[J].岩土力学,2008(S01):288-292. 被引量:87
  • 2韦良文,张庆贺,邓忠义.大型泥水盾构隧道开挖面稳定机理与应用研究[J].地下空间与工程学报,2007,3(1):87-91. 被引量:35
  • 3李昀,张子新,张冠军.泥水平衡盾构开挖面稳定模型试验研究[J].岩土工程学报,2007,29(7):1074-1079. 被引量:67
  • 4OU C Y, CHERNG J C. Effect of Tail Void Closure on Ground Movement during Shield Tunneling in Sandy Soil [J]. Geoteehnical Engineering, 1995, 26 (1): 17-32.
  • 5TALMON A M, BEZUIJEN A. Simulating the Consolidation of TBM Grout at Noordplaspolder [J]. Tunnelling and Underground Space Technology, 2009, 24:493-499.
  • 6BEZUIJEN A, VAN DER ZON W H, TAMLMON A M. Laboratory Testing of Grout Properties and Their Influ- ence on Backfill Grouting [G]//Tunnelling: A Decade of Progress GeoDelft 1995--2005. London: Taylor & Fran- cis, 2006: 115-121.
  • 7BEZUIJEN A, TALMON A M, KAALBERG F J, et al. Field Measurement of Gout Pressures during Tunneling of the Sophia Rail Tunnel [J]. Soil and Foundations, 2004, 44 (1) : 39-48.
  • 8BRASSINGGA H E, BEZUIJEN A. Modelling the Grouting Process around a Tunnel Lining in a Geotechincal Cen- trifuge[C] // The Fifteenth International Conference on Soil Mechanics and Geotechnical Engineering. London: Taylor &. Francis, 2001, 1-3: 1455-1458.
  • 9HASHIMOTO T, BRINKMAN J, KONDA T, et al. Simultaneous Backfill Grouting, Pressure Development in Con struction Phase and in the Long-Term [C] //Proceedings of the 30th ITA-A ITES World Tunnel Congress. Singa pore: World Tunnel Congress, 2004: 52-59.
  • 10TALMON A, AANEN L, BEZUIJEN A, et al. Grout Pressures Around a Tunnel Lining [G] //Tunnelling: A Decade of Process GeoDelft 1995 2005. London: Taylor & Francis, 2006.. 71-76.

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