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人工多圈管冻结水热耦合数值模拟研究 被引量:12

RESEARCH ON HYDRO-THERMAL COUPLING NUMERICAL SIMULATION WITH ARTIFICIAL MULTI-FREEZING-TUBE CYCLES
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摘要 人工多圈管冻结过程中温度场和水分场的计算,是一个多物理场耦合和非线性数学问题,其影响因素多、相互之间关系复杂。基于相似理论原理和人工多圈管冻结模型试验,提出渗流方程中的导水系数是温度梯度的函数,建立了多圈管正冻土中水热耦合数学模型,并采用有限元方法实现了对多圈管冻结温度场和水分场耦合的数值分析。数值模拟温度场的发展趋势、水分场迁移特征与模型试验吻合良好,表明用提出的水热耦合数学模型计算多圈管冻结温度场和水分场是可行的,对多圈管冻结壁设计有参考意义。  During the coupling analysis of moisture field and temperature field in freezing soil by using artificial multi-freezing-tube cycles,a lot of factors should be considered,including multi-fields and nonlinear problems,etc..Their relations are complicated.The model tests of freezing process with multi-freezing-tube cycles are conducted.The regulation of variation of temperature field and moisture field with freezing time are obtained.It is proved that the temperature is the source of variation of moisture field;and the hydro-thermal coupling dominant equation is proposed.The finite element method is used to carry out hydro-thermal coupling movement with the hydro-thermal coupling parameters being solved simultaneously.It can simulate the characters of temperature forming and development,freezing moisture field transferring,as well as the coupling relation of the two fields.The results of numerical simulations and model tests have good coincidence.The hydro-thermal coupling analysis in this study has important reference to designing and optimizing freezing wall.The results have promotion role for both technological progress and theoretical development of shaft sinking by artificial freezing process with multi-freezing-tube-cycles in thick overburden.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2007年第2期355-359,共5页 Chinese Journal of Rock Mechanics and Engineering
基金 安徽省自然科学基金资助项目(050440501) 现代矿山建设工程安徽省高校重点实验室基金项目 安徽理工大学博士 硕士基金项目
关键词 岩土工程 模型试验 温度梯度 水热耦合 数值分析 geotechnical engineering model testing temperature gradient hydro-thermal coupling numerical analysis
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参考文献13

  • 1AL-KARNI A A, AL-SHAMRANI M A. Study of the effect of soil anisotropy on slope stability using method of slices[J]. Computers and Geotechnics, 2000, 26(5): 83-103.
  • 2HWANG J, DEWOOLKAR M, KO H Y. Stability analysis of two dimensional excavated slopes considering strength anisotropy[J] Canadian Geotechnical Joumal, 2002, 39(5): 1026-1038.
  • 3FREMOND M, MIKKOLA M. Thermomechanical modelling of freezing soil[C]// YU X, WANG C S ed. Proceedings of the 6th International Symposium on Ground Freezing. Rotterdam: A. Balkema, 1991,17-24.
  • 4TAYLOR GG S, LUTHIN J N. A model for coupled heat and moisture transfer during soil freezing[J]. Canadian Geotech. J.1978,15(4): 548-555.
  • 5KONRAD J M, DUQUENNOI C. A model for water transport and ice lensing in freezing soils[J]. Water Resources Research, 1993,29(9):3109-3124.
  • 6徐敩祖.土体的冻胀和盐胀机制[M].北京:科学出版社,1995.
  • 7HARLAN R L. Analysis of coupled heat-fluid transport in partially frozen soil[J]. Water Resources Research, 1973,9(5): 1314-1323.
  • 8赖远明,吴紫汪,朱元林,朱林楠.寒区隧道温度场、渗流场和应力场耦合问题的非线性分析[J].岩土工程学报,1999,21(5):529-533. 被引量:136
  • 9刘泉声,张程远,刘小燕.DECOVALEX_IV TASK_D项目的热–水–力耦合过程的数值模拟(英文)[J].岩石力学与工程学报,2006,25(4):709-720. 被引量:10
  • 10李宁,陈波,陈飞熊.寒区复合地基的温度场、水分场与变形场三场耦合模型[J].土木工程学报,2003,36(10):66-71. 被引量:43

二级参考文献35

  • 1朱正刚,钱江,李南生.寒区路基工程与多年冻土间相互作用问题研究进展[J].结构工程师,2004,20(6):43-48. 被引量:4
  • 2王铁行.多年冻土地区路基冻胀变形分析[J].中国公路学报,2005,18(2):1-5. 被引量:52
  • 3侯曙光,汪双杰,黄晓明.基于相空间重构的冻土路基变形预测[J].交通运输工程学报,2005,5(2):35-37. 被引量:12
  • 4Greg P N, Ward G W. Heat and mass transfer in unsaturated soils during freezing[J]. Canadian Geotechnical Journal, 1997,34(1) : 61 - 68.
  • 5Hoekstra P. Moisture movement in soil under temperature gradients with cold side temperature below freezing [J]. Water Resources Research, 1996, (2) :241 - 250.
  • 6张正荣,传热学,1989年,133页
  • 7Gawin D,Baggio P,Schrefler B A.Coupled heat,water and gas flow in deformable porous media[J].Int.J.for Num.Meth.in Fluids,1995,20:969-987.
  • 8Olivella S,Carrera J,Gens A,et al.Non-isothermal multiphase flow of brine and gas through saline media[J].Transport in Porous Media,1994,15:271-293.
  • 9Thomas H R,He Y.An analysis of coupled heat,moisture and air transfer in a deformable unsaturated soil[J].Geotechnique,1995,45(4):677-689.
  • 10Carter J P,Booker J R,Small J C.The analysis of finite elasto-plastic consolidation[J].International Journal for Numerical and Analytical Methods in Geomechanics,1979,2:107-129.

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