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Journal of Zhejiang University SCIENCE A 2012 Vol.13 No.11 P.877-887

http://doi.org/10.1631/jzus.A12ISGT2


Multiphysics extension to physically based analyses of pipes with emphasis on frost actions


Author(s):  Zhen Liu, Xiong (Bill) Yu, Jun-liang Tao, Ye Sun

Affiliation(s):  Department of Civil Engineering, Case Western Reserve University, Cleveland, Ohio 44106, USA; more

Corresponding email(s):   xxy21@case.edu

Key Words:  Underground pipe, Multiphysics, Frost action, Finite element method (FEM)


Zhen Liu, Xiong (Bill) Yu, Jun-liang Tao, Ye Sun. Multiphysics extension to physically based analyses of pipes with emphasis on frost actions[J]. Journal of Zhejiang University Science A, 2012, 13(11): 877-887.

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PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A12ISGT2


Abstract: 
Pipes, especially buried pipes, in cold regions generally experience a rash of failures during cold weather snaps. However, the existing heuristic models are unable to explain the basic processes involving frost actions. This is because the frost action is not a direct load but one that causes variations in pipe-soil interactions resulting from the coupled thermo- hydro-mechanical process in soils. This paper developed and implemented a holistic multiphysics simulation model for freezing soils and extended it to the analysis of pipe-soil systems. The theoretical framework was implemented to analyze both static and dynamic responses of buried pipes subjected to frost actions. The multiphysics simulations reproduced phenomena commonly observed during frost actions, e.g., ice fringe advancement and an increase in the internal stress of pipes. The influences of important design factors, i.e., buried depth and overburden pressure, on pipe responses were simulated. A fatigue cracking criterion was utilized to predict the crack initialization under the joint effects of frost and dynamic traffic loads. The frost effects were found to have detrimental effects for accelerating fatigue crack initialization in pipes.

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Reference

[1]Anderson, M., Tice, A.R., McKim, H.L., 1973. The Unfrozen Water and the Apparent Specific Heat Capacity of I Frozen Soils. Permafrost, North American Contribution to the 2nd International Conference, National Academy of Sciences, Washington, DC.

[2]Bai, M., Elsworth, D., 2000. Coupled Processes in Subsurface Deformation, Flow and Transport. ASCE Press, Reston, VA.

[3]Biot, M.A., 1941. General theory of three-dimensional consolidation. Journal of Applied Physics, 12(2):155-164.

[4]Cary, J.W., 1965. Water flux in moist soil: thermal versus suction gradients. Soil Science, 100(3):168-175.

[5]Cass, A.G., Campbell, G.S., Jones, T.L., 1981. Hydraulic and Thermal Properties of Soil Samples from the Buried Waster Test Facility. PNL-4015. Pacific Northwest Laboratory, Richland, WA.

[6]Celia, M.A., Binning, P., 1992. A mass conservative numerical solution for two-phase flow in porous media with application to unsaturated flow. Water Resources Research, 28(10):2819-2828.

[7]Ciottoni, A.S., 1983. Computerized Data Management in Determining Causes of Water Main Breaks: the Philadelphia Case Study. Proceedings of the International Symposium on Urban Hydrology, Hydraulics and Sediment Control, University of Kentucky, Lexington, KY.

[8]Ciottoni, A.S., 1985. Updating the New York City Water System. Proceedings of the Specialty Conference on Infrastructure for Urban Growth, San Diego, USA, p.69-77.

[9]Doron, P., Granica, D., Barnea, D., 1987. Slurry flow in horizontal pipes: experimental and modeling. International Journal of Multiphase Flow, 13(4):535-547.

[10]Fisher, K., Bullen, F., Beal, D., 2001. The durability of cellulose fibre reinforced concrete pipes in sewage applications. Cement and Concrete Research, 31(4):543- 553.

[11]Flerchinger, G.N., Pierson, F.B., 1991. Modeling plant canopy effects on variability of soil temperature and water. Agricultural and Forest Meteorology, 56(3-4):227-246.

[12]Forman, R.G., Kearney, V.E., Engle, R.M., 1967. Numerical analysis of crack propagation in cyclic-loaded structures. Journal of Basic Engineering, 89:459-464.

[13]Fredlund, D.G., Rahardjo, H., 1993. Soil Mechanics for Unsaturated Soils. Wiley, New York.

[14]Hansson, K., Simunek, J., Mizoguchi, M., Lundin, L.C., van Genuchten, M.T., 2004. Water flow and heat transport in frozen soil: numerical solution and freeze-thaw applications. Vadose Zone Journal, 3(2):693-704.

[15]Hu, Y., Hubble, D.W., 2007. Factors contributing to the failure of asbestos cement water mains. Canadian Journal of Civil Engineering, 34(5):608-621.

[16]Jansson, P.E., Karlberg, L., 2001. Coupled Heat and Mass Transfer Model for Soil-Plant-Atmosphere Systems. Royal Institute of Technology, Department of Civil and Environmental Engineering, Stockholm.

[17]Kay, B.D., Groenevelt, P.H., 1974. On the interaction of water and heat transport in frozen and unfrozen soils: I. basic theory: the vapor phase. Soil Science Society of America Journal, 38(3):395-400.

[18]Kim, S.T., Tadjiev, D., Yang, H.T., 2006. Fatigue life prediction under random loading conditions in 7475-T7351 aluminum alloy using the RMS model. International Journal of Damage Mechanics, 15(1):89-102.

[19]Kleiner, Y., Rajani, B.B., 2001. Comprehensive review of structural deterioration of water mains: statistical models. Urban Water, 3(3):131-150.

[20]Konrad, J.M., Morgenstern, N.R., 1982. Effects of applied pressure of freezing soils. Canadian Geotechnical Journal, 19(4):494-505.

[21]Konrad, J.M., Morgenstern, N.R., 1984. Frost heave prediction of chilled pipelines buried in unfrozen soils. Canadian Geotechnical Journal, 21(1):100-115.

[22]Liu, Z., Yu, X., 2011. Coupled thermo-hydro-mechanical model for porous materials under frost action: theory and implementation. Acta Geotechnica, 6(2):51-65.

[23]Liu, Z., Sun, Y., Yu, X., 2012. Theoretical basis for modeling porous geomaterials under frost action: a review. Soil Science Society of American Journal, 76(2):313-330.

[24]Lochbaum, B.S., 1993. PSE&G develop models to predict main breaks. Pipeline Gas J., 220:20-27.

[25]Makar, J.M., 2000. A preliminary analysis of failures in grey cast iron water pipes. Engineering Failure Analysis, 7(1):43-53.

[26]Margevicius, A., Haddad, P., 2002. Catastrophic Failures of Cleveland’s Large Diameter Water Mains. Proceedings of Pipeline Division Specialty Conference, p.1-48.

[27]Milly, P.C.D., 1982. Moisture and heat transport in hysteretic, inhomogeneous porous media: a matric head-based formulation and a numerical model. Water Resources Research, 18(3):489-498.

[28]McInnes, K.J., 1981. Thermal Conductivities of Soils from Dryland Wheat Regions of Eastern Washington. MS Thesis, Washington State University, Pullman.

[29]Morris, B.S., 1967. Principal causes and remedies of water main breaks. Journal of American Water Works Association, 54:782-798.

[30]Moser, A.P., 2008. Buried Pipe Design. McGraw-Hill Companies, Inc., New York.

[31]Nassar, I.N., Horton, R., 1992. Simultaneous transfer of heat, water, and solute in porous media: I. theoretical development. Soil Science Society of America Journal, 56(5):1350-1356.

[32]Nassar, I.N., Horton, R., 1997. Heat, water, and solute transfer in unsaturated porous media: I-theory development and transport coefficient evaluation. Transport in Porous Media, 27(1):17-38.

[33]Needham, D., Howe, M., 1987. Why gas mains fail. part 1. Pipe Line Industry, 55:47-50.

[34]Nesic, S., 2007. Key issues related to modelling of internal corrosion of oil and gas pipelines: a review. Corrosion Science, 49(12):4308-4338.

[35]Noborio, K., McInnes, K.J., Heilman, J.L., 1996a. Two- dimensional model for water, heat and solute transport in furrow-irrigated soil: I. theory. Soil Science Society of America Journal, 60(4):1001-1009.

[36]Noborio, K., McInnes, K.J., Heilman, J.L., 1996b. Two- dimensional model for water, heat, and solute transport in furrow-irrigated soil: II. field evaluation. Soil Science Society of America Journal, 60(4):1010-1021.

[37]Noorishad, J., Tsang, C.F., 1996. Coupled Thermo-Hydro- Elasticity Phenomena in Variably Saturated Fractured Porous Rocks-Formulation and Numerical Solution. In: Coupled Thermo-Hydro-Mechanical Processes of Fractured Media, Elsevier, Rotterdam.

[38]Noorishad, J., Tsang, C.F., Witherspoon, P.A., 1992. Theoretical and field studies of coupled hydromechanical behaviour of fractured rocks-1: development and verification of a numerical simulator. International Journal of Rock Mechanics and Mining Science & Geomechanical Abstracts, 29(4):401-409.

[39]Papadopoulos, G., Welter, G.J., 2001. Predicting Water Main Breaks in Winter. In: New Horizons in Drinking Water Annual Conference, Washington, DC.

[40]Philip, J.R., de Vries, D.A., 1957. Moisture movement in porous materials under temperature gradients. Transactions, American Geophysics Union, 38(2):222-232.

[41]Rajani, B., Kleiner, Y., 2001. Comprehensive review of structural deterioration of water mains: physically based models. Urban Water, 3(3):151-164.

[42]Rajani, B., Zhan, C., Kuraoka, S., 1996. Pipe-soil interaction analysis of jointed water mains. Canadian Geotechnical Journal, 33(3):393-404.

[43]Rutqvist, J., Börgesson, L., Chijimatsu, M., Kobayashi, A., Jing, L., Nguyen, T.S., Noorishada, J., Tsang, C.F., 2001. Thermo-hydro-mechanics of partially saturated geological media: governing equations and formulation of four finite element models. International Journal of Rock Mechanics and Mining Science & Geomechanical Abstracts, 38(1):105-127.

[44]Sahimi, M., 1995. Flow and Transport in Porous Media and Fractured Rock: from Classical Methods to Modern Approaches. VCH, Weinheim, Germany.

[45]Scanlon, B.R., Milly, P.C.D., 1994. Water and heat fluxes in desert soils 2: numerical simulations. Water Resources Research, 30(3):721-733.

[46]Smith, W.H., 1976. Frost loadings on underground pipe. Journal of American Water Works Association, 68(12):673-674.

[47]Sophocleous, M., 1979. Analysis of water and heat in unsaturated-saturated porous media. Water Resources Research, 15(5):1195-1206.

[48]Stephansson, O., Jing, L., Tsang, C.F., 1997. Coupled Thermo- Hydro-Mechanical Processes of Fractured Media. Elsevier, Rotterdam.

[49]Thomas, H.R., He, Y., 1995. Analysis of coupled heat, moisture and air transfer in a deformable unsaturated soil. Geotechnique, 45(4):677-689.

[50]Thomas, H.R., Cleall, P., Li, Y.C., Harris, C., Kern-Luetschg, M., 2009. Modelling of cryogenic processes in permafrost and seasonally frozen soils. Geotechnique, 59(3):173-184.

[51]Walski, T.M., 1982. Economic analysis of water main breaks. Journal of American Water Works Association, 74(3):140-147.

[52]Wang, W., Kosakowski, G., Kolditz, O., 2009. A parallel finite element scheme for thermo-hydro-mechanical (THM) coupled problems in porous media. Computers & Geosciences, 35(8):1631-1641.

[53]Young, O.C., Trott, J.J., 1984. Buried Rigid Pipes. Elsevier, London.

[54]Zhan, C., Rajani, B., 1997. Estimation of frost load in a trench: theory and experiment. Canadian Geotechnical Journal, 34(4):568-579.

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