Abstract
Both metro jet system (MJS) and artificial ground freezing (AGF) techniques can be utilized and sometimes combined to reinforce the area during the tunnel construction for critical projects. The hydration heat released by the MJS treatment inevitably extends the active freezing time due to the introduction of cement paste. Consequently, before the implementation of two techniques, a numerical simulation is often conducted to determine the setup of the AGF system and the for AGF initiation. The rationality of the setup is highly dependent on the accuracy of the simulation results. In this paper, laboratory tests were conducted on soils with different cement contents and curing periods to measure the initial freezing point and hydration heat. Measurement of thermal conductivity and volumetric heat capacity on cemented soils was conducted under frozen and unfrozen conditions. Measurement results revealed that the initial freezing point, the thermal conductivity and volumetric heat capacity of cemented soil were highly dependent on curing period and cement content. By taking advantage of an ongoing project and the laboratory measured hydration heat and thermal parameters, a numerical simulation was also conducted to predict ground temperature variation after MJS treatment. The simulation results were found to be in agreement with the on-site temperature measurement results. The adoption of laboratory measured thermal parameters and hydration heat improved the accuracy of the numerical simulation, which is beneficial for the design and planning of MJS and AGF techniques.
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References
Abu-Hamdeh NH (2003) Thermal properties of soils as affected by density and water content. Biosystems Engineering 86(1):97–102, DOI: https://doi.org/10.1016/S1537-5110(03)00112-0
ASTM C1702 (2017) Standard test method for measurement of heat of hydration of hydraulic cementitious materials using isothermal conduction calorimetry. ASTM C1702, ASTM International, West Conshohocken, PA, USA
ASTM D2487–17 (2017) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17, ASTM International, West Conshohocken, PA, USA
Bertermann D, Schwarz H (2017) Laboratory device to analyse the impact of soil properties on electrical and thermal conductivity. International Agrophysics 31(2):157–166, DOI: https://doi.org/10.1515/intag-2016-0048
Bullard JW, Jennings HM, Livingston RA, Nonat A, Scherer GW, Schweitzer JS, Scrivener KL, Thomas JJ (2011) Mechanisms of cement hydration. Cement and Concrete Research 41(12):1208–1223, DOI: https://doi.org/10.1016/j.cemconres.2010.09.011
Chai MT, Zhang JM, Ma W, Yin ZH, Mu YH, Zhang H (2019) Thermal influences of stabilization on warm and ice-rich permafrost with cement: Field observation and numerical simulation. Applied Thermal Engineering 148:536–543, DOI: https://doi.org/10.1016/j.applthermaleng.2018.11.081
Chen Z, Poon CS (2017) Comparative studies on the effects of sewage sludge ash and fly ash on cement hydration and properties of cement mortars. Construction and Building Materials 154:791–803, DOI: https://doi.org/10.1016/j.conbuildmat.2017.08.003
Dao K, Ouedraogo M, Millogo Y Aubert JE, Gomina M (2018) Thermal, hydric and mechanical behaviours of adobes stabilized with cement. Construction and Building Materials 158:84–96, DOI: https://doi.org/10.1016/j.conbuildmat.2017.10.001
Fan WH, Yang P (2019) Ground temperature characteristics during artificial freezing around a subway cross passage. Transportation Geotechnics 20:100250, DOI: https://doi.org/10.1016/j.trgeo.2019.100250
GB/T 50123–2019 (2019) Standard for geotechnical testing method. GB/T 50123-2019, Ministry of Water Resources of the People’s Republic of China, Beijing, China
Guo Q, Pang YH, Liu RT, Liu B, Liu ZY (2019) Integrated investigation for geological detection and grouting assessment: A case study in Qingdao Subway Tunnel, China. Journal of Environmental and Engineering Geophysics 24(4):629–639, DOI: https://doi.org/10.2113/JEEG24.4.629
Hao MQ, Zhang F, Li YD, Wang Q (2018) Investigating temperature field of soil treated by MJS and artificial ground freezing method. Building Technology 2(6):80–84 (in Chinese)
He FX, Huang Y (2000) Solution of thermal conduction coefficient from BP network. Rock and Soil Mechanics 21(1):84–87 (in Chinese)
He X, Lai ZY, Yan T, Wu J, Lu ZY, Lv SZ, Li F, Fan XL (2019) Hydration characteristics and microstructure of magnesium phosphate cement in presence of Cu2+. Construction and Building Materials 225:234–242, DOI: https://doi.org/10.1016/j.conbuildmat.2019.07.184
He HL, Zhao Y, Dyck MF, Si BC, Jin HJ, Lv JL, Wang JX (2017) A modified normalized model for predicting effective soil thermal conductivity. Acta Geotechnica 12(6):1281–1300, DOI: https://doi.org/10.1007/s11440-017-0563-z
Hernandez-Bautista E, Bentz DP, Sandoval-Torres S, Cano-Barrita PFDJ (2016) Numerical simulation of heat and mass transport during hydration of Portland cement mortar in semi-adiabatic and steam curing conditions. Cement and Concrete Composites 69:38–48, DOI: https://doi.org/10.1016/j.cemconcomp.2015.10.014
Hu XD, Deng SJ, Wang Y (2018) Test investigation on mechanical behavior of steel pipe-frozen soil composite structure based on Freeze-Sealing Pipe Roof applied to Gongbei tunnel. Tunnelling and Underground Space Technology 79:346–355, DOI: https://doi.org/10.1016/j.tust.2018.06.033
Hu J, Liu WB, Pan YT, Zeng H (2019) Site measurement and study of vertical freezing wall temperatures of a large-diameter shield tunnel. Advances in Civil Engineering 2019, DOI: https://doi.org/10.1155/2019/8231458
Hu J, Tang YQ, Zhang WX (2016) Experimental study on the thermophysical property of pre and post cement-soil. Chinese Journal of Underground Space and Engineering 12(5):1198–1204 (in Chinese)
Jin DL, Yuan DJ, Li XG, Zheng HT (2018) An in-tunnel grouting protection method for excavating twin tunnels beneath an existing tunnel. Tunnelling and Underground Space Technology 71:27–35, DOI: https://doi.org/10.1016/j.tust.2017.08.002
Kim D, Kim G, Kim D, Baek H (2017) Experimental and numerical investigation of thermal properties of cement-based grouts used for vertical ground heat exchanger. Renewable Energy 112:260–267, DOI: https://doi.org/10.1016/j.renene.2017.05.045
Léger P, Venturelli J, Bhattacharjee SS (1993) Seasonal temperature and stress distributions in concrete gravity dams. Part 2: Behavior. Canada Journal of Civil Engineering 20(6):1018–1029, DOI: https://doi.org/10.1139/193-132
Li HY, Ding Z, Xing F, Chen B (2008) Effect of fly ash and slag on hydration heat evolution of cement. Concrete 2008(10):54–57 (in Chinese)
Li SY, Wang C, Shi LH, Yin N (2019a) Statistical characteristics of the thermal conductivity of frozen clay at different water contents. Results in Physics 13:102179, DOI: https://doi.org/10.1016/j.rinp.2019.102179
Li SY, Wang C, Xu XT, Shi LH, Yin N (2019b) Experimental and statistical studies on the thermal properties of frozen clay in Qinghai-Tibet Plateau. Applied Clay Science 177:1–11, DOI: https://doi.org/10.1016/j.clay.2019.05.002
Li HP, Yang ZH, Wang JH (2018) Unfrozen water content of permafrost during thawing by the capacitance technique. Cold Regions Science and Technology 152:15–22, DOI: https://doi.org/10.1016/j.coldregions.2018.04.012
Li YR, Zeng XH, Zhou JL, Liu HC, Gu YH, Pan ZL, Zeng YP, Zeng YJ (2020) Incorporation of disposed oil-contaminated soil in cement-based materials. Resources, Conservation and Recycling 160:104838, DOI: https://doi.org/10.1016/j.resconrec.2020.104838
Lignola GP, Flora A, Manfredi G (2008) Simple method for the design of jet grouted umbrellas in tunneling. Journal of Geotechnical and Geoenvironmental Engineering 134(12):1778–1790, DOI: https://doi.org/10.1061/(ASCE)1090-0241(2008)134:12(1778)
Liu Y, Hu J, Xiao HW, Chen EJ (2017) Effects of material and drilling uncertainties on artificial ground freezing of cement-admixed soils. Canadian Geotechnical Journal 54(12):1659–1671, DOI: https://doi.org/10.1139/cgj-2016-0707
Liu WB, Yu WB, Yi X, Chen L, Han FL, Hu D (2015) Thermal regime of frozen soil foundation affected by concrete base of transmission line tower on the Tibetan Plateau. Applied Thermal Engineering 75:950–957, DOI: https://doi.org/10.1016/j.applthermaleng.2014.10.041
Overduin PP, Kane DL, van Loon WKP (2006) Measuring thermal conductivity in freezing and thawing soil using the soil temperature response to heating. Cold Regions Science and Technology 45(1):8–22, DOI: https://doi.org/10.1016/j.coldregions.2005.12.003
Pichler C, Lackner R, Martak L, Mang HA (2004) Optimization of jet-grouted support in NATM tunnelling. International Journal for Numerical and Analytical Methods in Geomechanics 28(7–8):781–796, DOI: https://doi.org/10.1002/nag.366
Pimentel E, Papakonstantinou S, Anagnostou G (2012) Numerical interpretation of temperature distributions from three ground freezing applications in urban tunnelling. Tunnelling and Underground Space Technology 28:57–69, DOI: https://doi.org/10.1016/j.tust.2011.09.005
Ravazzani G (2017) Open hardware portable dual-probe heat-pulse sensor for measuring soil thermal properties and water content. Computers and Electronics in Agriculture 133:9–14, DOI: https://doi.org/10.1016/j.compag.2016.12.012
Shi PX, Liu W, Pan JL, Yu CC (2018) Experimental and analytical study of jacking load during microtunneling gongbei tunnel pipe roof. Journal of Geotechnical and Geoenvironmental Engineering 144(1):05017006, DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0001801
Tonon F (2011) ADECO full-face tunnel excavation of two 260 m2 tubes in clays with sub-horizontal jet-grouting under minimal urban cover. Tunnelling and Underground Space Technology 26(2):253–266, DOI: https://doi.org/10.1016/j.tust.2010.09.006
Ukrainczyk N, Matusinović T (2010) Thermal properties of hydrating calcium aluminate cement pastes. Cement and Concrete Research 40(1):128–136, DOI: https://doi.org/10.1016/j.cemconres.2009.09.005
Wang XN, Yang P, Peng YL (2012) Test research to freezing point and the thermal physical parameters of freezing cement soil. Journal of Wuhan University of Technology 34(6):96–100 (in Chinese)
Wang T, Zhou GQ, Chao DY, Yin LJ (2018) Influence of hydration heat on stochastic thermal regime of frozen soil foundation considering spatial variability of thermal parameters. Applied Thermal Engineering 142:1–9, DOI: https://doi.org/10.1016/j.applthermaleng.2018.06.069
Xiao HJ, Zhou SH, Sun YY (2019) Stability analysis and case study of shallow tunnel using pipe roof support. Geotechnical and Geological Engineering 37(3):1249–1260, DOI: https://doi.org/10.1007/s10706-018-0681-x
Yang P, Ke JM, Wang JG, Chow YK, Zhu FB (2006) Numerical simulation of frost heave with coupled water freezing, temperature and stress fields in tunnel excavation. Computers and Geotechnics 33(6–7):330–340, DOI: https://doi.org/10.1016/j.compgeo.2006.07.006
Zhang DL, Fang Q, Lou HC (2014) Grouting techniques for the unfavorable geological conditions of Xiang’an subsea tunnel in China. Journal of Rock Mechanics and Geotechnical Engineering 6(5):438–446, DOI: https://doi.org/10.1016/j.jrmge.2014.07.005
Zhang MY, Lu JG, Lai YM, Zhang XY (2018) Variation of the thermal conductivity of a silty clay during a freezing-thawing process. International Journal of Heat and Mass Transfer 124:1059–1067, DOI: https://doi.org/10.1016/j.ijheatmasstransfer.2018.02.118
Zhang N, Wang ZY (2017) Review of soil thermal conductivity and predictive models. International Journal of Thermal Sciences 117: 172–183, DOI: https://doi.org/10.1016/j.ijthermalsci.2017.03.013
Zhang T, Yang P (2009) Effect of different factors on the freezing temperature of shallow top soil. Journal of Nanjing Forestry University (Natural Science Edition) 33(4):132–134 (in Chinese)
Zhang T, Yang P, Zhang YX (2017a) Investigation of frost-heaving characteristics of horizontal-cup-shape frozen ground surface for reinforced end soil mass in shield tunnel construction. Periodica Polytechnica Civil Engineering 61(3):541–547, DOI: https://doi.org/10.3311/PPci.10169
Zhang N, Yu XB, Pradhan A, Puppala AJ (2017b) A new generalized soil thermal conductivity model for sand-kaolin clay mixtures using thermo-time domain reflectometry probe test. Acta Geotechnica 12(4):739–752, DOI: https://doi.org/10.1007/s11440-016-0506-0
Zhang YX, Yuan MQ, Liu C, Zhang XM, Yang B, Yang JS (2021) Repairing damaged tunnel lining with small-size cavity in surrounding rocks. Journal of Performance of Constructed Facilities 35(4): 06021002, DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0001597
Zhang N, Zou HF, Zhang LM, Puppala AJ, Liu SY, Cai GJ (2020) A unified soil thermal conductivity model based on artificial neural network. International Journal of Thermal Sciences 155:106414, DOI: https://doi.org/10.1016/j.ijthermalsci.2020.106414
Zhao JL, Yang P, Li L (2021) Investigating influence of metro jet system hydration heat on artificial ground freezing using numerical analysis. KSCE Journal of Civil Engineering 25(2):724–734, DOI: https://doi.org/10.1007/s12205-020-5407-y
Zhao YD, Zhang YX, Yang JS (2019) Fracture behaviors of tunnel lining caused by multi-factors: A case study. Advances in Concrete Construction 8(4):269–276, DOI: https://doi.org/10.12989/acc.2019.8.4.269
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This study was supported by the National Natural Science Foundation of China (Grant No.51478226) and the National First-class Disciplines.
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Shi, X., Yang, P., Li, L. et al. Investigating Hydration Heat and Thermal Properties of MJS Treated Soil. KSCE J Civ Eng 26, 1683–1694 (2022). https://doi.org/10.1007/s12205-022-1134-x
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DOI: https://doi.org/10.1007/s12205-022-1134-x