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A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION

Year 2020, , 772 - 785, 01.10.2020

Van-lam Tang Trong-chuc Nguyen Bulgakov Boris Igorevich Ngoc-anh Pham Trong-phuoc Huynh

https://doi.org/10.18186/thermal.799443
Cited By: 2

Abstract

Similar to most of the other developing countries, Vietnam has national programs for industrial waste recycling including fuel, ash, and slag. In which, fly ash (FA) has been used commonly as a pozzolanic additive in the roller-compacted concrete (RCC) mixture for the dam construction of hydropower projects. This usage allows reducing the concrete cost, the hydration heat, and the thermal cracking during the construction process of the RCC. In this study, the optimal concrete mixture and the maximum temperature of the RCC dam were determined using the experiment planning method, Matlab, Maple 13, and Midas Civil. In addition, the mathematical model has been used to adequately describe the influence of the intensity concreting (IC) and the initial temperature of the concrete mixture (ITC) on the temperature regime of the RCC dam. The calculation of the temperature regime during the construction of the RCC dam of 45 m high and 1 m thick in Vietnamese climate conditions was performed with considering the IC and the ITC. As the results, the maximum temperature of the RCC dam was determined depending on the IC and the ITC. Calculation found that at IC = 0.6 m/day and ITC = 20°C, the maximum temperature in the central dam zone reached 36.38°C after 1800 hours from the beginning of construction. The results of the present study further support the safe and durable construction of the RCC dam in the future.

Keywords

Dam Roller-Compacted Concrete Compressive Strength Regression Equation Response Surface Contour Plot Maximum Temperature Thermal-Stress

References

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  • [2] Zhang S, Yu M, Xiao F, Wang C. Long-term structural responses of orifices in gravity dams considering thermal and creep effects. Journal of Performance of Constructed Facilities 2015;30(3):04015041. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000786
  • [3] Isao N, Shigeharu J. 30 years’ history of roller compacted concrete dams in Japan. Roller compacted concrete dams, Berga et al. edition, Swets & Zeitlinger, Lisse; 2003. http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.589.3325&rep=rep1&type=pdf
  • [4] Bui TMH, Schreinemachers P, Berger T. Hydropower development in Vietnam: Involuntary resettlement and factors enabling rehabilitation. Land Use Policy 2013;31:536–544. https://doi.org/10.1016/j.landusepol.2012.08.015
  • [5] Polimeni JM, Iorgulescu RI, Chandrasekara R. Trans-border public health vulnerability and hydroelectric projects: The case of Yali falls dam. Ecological Economics 2014;95:81–89. https://doi.org/10.1016/j.ecolecon.2013.12.013
  • [6] Raghavan SV, Tue VM, Yui LS. Impact of climate change on future stream flow in the Dakbla river basin. Journal of Hydroinformatics;16(1):231–244. https://doi.org/10.2166/hydro.2013.165
  • [7] Liu X, Zhang C, Chang X, Zhou W, Cheng Y, Duan Y. Precise simulation analysis of the thermal field in mass concrete with a pipe water cooling system. Applied Thermal Engineering 2015;78:449–459. https://doi.org/10.1016/j.applthermaleng.2014.12.050
  • [8] Tressa K, Kavitha PE, Bennet K. Numerical analysis of temperature distribution across the cross section of a concrete dam during early ages. American Journal of Engineering Research 2013;1:26–31. http://www.ajer.org/papers/rase-2013/volume-1/E120132631.pdf
  • [9] Parveen K, Aeid AA, Bijan S, Khaled G. Thermal and structural response of RCC dams during their service life. Journal of Thermal Stresses 2015;10:1–19. https://doi.org/10.1080/01495739.2015.1015862
  • [10] Kuzmanovic V, Savic L, Mladenovic N. Computation of thermal-stresses and contraction joint distance of RCC dams. Journal of Thermal Stresses 2013;36(2):112–134. https://doi.org/10.1080/01495739.2013.764795
  • [11] Fu YF, Wong YL, Tang CA, Poon CS. Thermal induced stress and associated cracking in cement-based composite at elevated temperatures–Part I: Thermal cracking around single inclusion. Cement and Concrete Composites 2004;26:99–111. https://doi.org/10.1016/S0958-9465(03)00086-6
  • [12] Fu YF, Wong YL, Tang CA, Poon CS. Thermal induced stress and associated cracking in cement-based composite at elevated temperatures–Part II: thermal cracking around multiple inclusions. Cement and Concrete Composites 2004;26:113–126. https://doi.org/10.1016/S0958-9465(03)00087-8
  • [13] Šavij B, Schlangen E. Use of phase change materials (PCMs) to mitigate early age thermal cracking in concrete: Theoretical considerations. Construction and Building Materials 2016;126:332–344. https://doi.org/10.1016/j.conbuildmat.2016.09.046
  • [14] Singh PR, Rai DC. Effect of piped water cooling on thermal stress in mass concrete at early ages. Journal of Engineering Mechanics 2018;144(3):0001418. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001418
  • [15] Modarres A, Hosseini Z. Mechanical properties of roller compacted concrete containing rice husk ash with original and recycled asphalt pavement material. Materials & Design 2014;64:227–236. https://doi.org/10.1016/j.matdes.2014.07.072
  • [16] Yoshitake I, Komure H, Nassif AY, Fukumoto S. Tensile properties of high volume fly-ash (HVFA) concrete with limestone aggregate. Construction and Building Materials 2013;49:101–109. https://doi.org/10.1016/j.conbuildmat.2013.08.020
  • [17] Ali MA, Kambiz R. Mechanical properties of high-volume fly ash roller compacted concrete designed by maximum density method. Construction and Building Materials 2013;38:356–364. https://doi.org/10.1016/j.conbuildmat.2012.07.109
  • [18] Aghabaglou AM, Çakir ÖA, Ramyar K. Freeze–thaw resistance and transport properties of high-volume fly ash roller compacted concrete designed by maximum density method. Cement and Concrete Composites 2013;37:259–266. https://doi.org/10.1016/j.cemconcomp.2013.01.009
  • [19] Mikulčić H, Klemeš JJ, Vujanović M, Urbaniec K, Duić N. Reducing greenhouse gasses emissions by fostering the deployment of alternative raw materials and energy sources in the cleaner cement manufacturing process. Journal of Cleaner Production 2016;136(Part B):119–132. https://doi.org/10.1016/j.jclepro.2016.04.145
  • [20] Tang VL, Boris B, Olga A, Oksana L, Pham NA. Effect of rice husk ash and fly ash on the compressive strength of high performance concrete. E3S Web of Conferences 2018;33:02030. https://doi.org/10.1051/e3sconf/20183302030
  • [21] Terwilliger TC, Bunkóczi G, Hung LW, Zwart PH, Smith JL, Akey DL, Adams PD. Can I solve my structure by SAD phasing? Planning an experiment, scaling data and evaluating the useful anomalous correlation and anomalous signal. Acta Crystallographica Section D: Structural Biology 2016;D72:359–374. https://doi.org/10.1107/S2059798315019403
  • [22] Williams HP. Model Building in Mathematical Programming. John Wiley & Sons; 2013. ISBN: 978-1-118-44333-0
  • [23] Wang, B., Xia, X., & Zhang, J. (2014). A multi-objective optimization model for the life-cycle cost analysis and retrofitting planning of buildings. Energy and Buildings, 77, 227–235. https://doi.org/10.1016/j.enbuild.2014.03.025
  • [24] Tang VL, Boris B, Sofia B, Olga A, Pham NA, Vu DT. Effect of rice husk ash and fly ash on the workability of concrete mixture in the high-rise construction. E3S Web of Conferences 2018;33:02029. https://doi.org/10.1051/e3sconf/20183302029
  • [25] Wackerly D, Mendenha Ill W, Scheaffer RL. Mathematical Statistics with Applications. Brooks/Cole [Cengage Learning]; 2014. ISBN: 9780495110811
  • [26] Aniskin N, Chyk NC. Temperature regime of massive concrete dams in the zone of contact with the base. IOP Conference Series: Materials Science and Engineering 2018;365:042083. https://doi.org/10.1088/1757-899X/365/4/042083
  • [27] Ahmed EYS, Abdelrahman A, Embaby RA. Concrete dams: Thermal-stress and construction stage analysis. Dams and Reservoirs 2017;28(1):1–19. https://doi.org/10.1680/jdare.16.00055
  • [28] Chen H, Liu Z. Temperature control and thermal-induced stress field analysis of GongGuoQiao RCC dam. Journal of Thermal Analysis and Calorimetry 2018; doi: 10.1007/s10973-018-7450-1. https://doi.org/10.1007/s10973-018-7450-1
  • [29] Ashtankar VB, Chore HS. Thermo-structural monitoring of RCC dam in India through instrumentation. Structural Monitoring and Maintenance 2015;2(2):95–113. https://doi.org/10.12989/smm.2015.2.2.095
  • [30] Bobko CP, Zadeh VZ, Seracino R. Improved schmidt method for predicting temperature development in mass concrete. ACI Materials Journal 2015;112(4):579–586. https://doi.org/10.14359/51687454
  • [31] Aniskin NА, Chuc NT. The thermal stress of roller-compacted concrete dams during construction. MATEC Web of Conferences 2018;196:04059. https://doi.org/10.1051/matecconf/201819604059

Year 2020, , 772 - 785, 01.10.2020

Van-lam Tang Trong-chuc Nguyen Bulgakov Boris Igorevich Ngoc-anh Pham Trong-phuoc Huynh

https://doi.org/10.18186/thermal.799443
Cited By: 2

Abstract

References

  • [1] Grumbine RE. Using transboundary environmental security to manage the Mekong River: China and South-East Asian Countries. International Journal of Water Resources Development 2018; 34(5):792–811. https://doi.org/10.1080/07900627.2017.1348938
  • [2] Zhang S, Yu M, Xiao F, Wang C. Long-term structural responses of orifices in gravity dams considering thermal and creep effects. Journal of Performance of Constructed Facilities 2015;30(3):04015041. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000786
  • [3] Isao N, Shigeharu J. 30 years’ history of roller compacted concrete dams in Japan. Roller compacted concrete dams, Berga et al. edition, Swets & Zeitlinger, Lisse; 2003. http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.589.3325&rep=rep1&type=pdf
  • [4] Bui TMH, Schreinemachers P, Berger T. Hydropower development in Vietnam: Involuntary resettlement and factors enabling rehabilitation. Land Use Policy 2013;31:536–544. https://doi.org/10.1016/j.landusepol.2012.08.015
  • [5] Polimeni JM, Iorgulescu RI, Chandrasekara R. Trans-border public health vulnerability and hydroelectric projects: The case of Yali falls dam. Ecological Economics 2014;95:81–89. https://doi.org/10.1016/j.ecolecon.2013.12.013
  • [6] Raghavan SV, Tue VM, Yui LS. Impact of climate change on future stream flow in the Dakbla river basin. Journal of Hydroinformatics;16(1):231–244. https://doi.org/10.2166/hydro.2013.165
  • [7] Liu X, Zhang C, Chang X, Zhou W, Cheng Y, Duan Y. Precise simulation analysis of the thermal field in mass concrete with a pipe water cooling system. Applied Thermal Engineering 2015;78:449–459. https://doi.org/10.1016/j.applthermaleng.2014.12.050
  • [8] Tressa K, Kavitha PE, Bennet K. Numerical analysis of temperature distribution across the cross section of a concrete dam during early ages. American Journal of Engineering Research 2013;1:26–31. http://www.ajer.org/papers/rase-2013/volume-1/E120132631.pdf
  • [9] Parveen K, Aeid AA, Bijan S, Khaled G. Thermal and structural response of RCC dams during their service life. Journal of Thermal Stresses 2015;10:1–19. https://doi.org/10.1080/01495739.2015.1015862
  • [10] Kuzmanovic V, Savic L, Mladenovic N. Computation of thermal-stresses and contraction joint distance of RCC dams. Journal of Thermal Stresses 2013;36(2):112–134. https://doi.org/10.1080/01495739.2013.764795
  • [11] Fu YF, Wong YL, Tang CA, Poon CS. Thermal induced stress and associated cracking in cement-based composite at elevated temperatures–Part I: Thermal cracking around single inclusion. Cement and Concrete Composites 2004;26:99–111. https://doi.org/10.1016/S0958-9465(03)00086-6
  • [12] Fu YF, Wong YL, Tang CA, Poon CS. Thermal induced stress and associated cracking in cement-based composite at elevated temperatures–Part II: thermal cracking around multiple inclusions. Cement and Concrete Composites 2004;26:113–126. https://doi.org/10.1016/S0958-9465(03)00087-8
  • [13] Šavij B, Schlangen E. Use of phase change materials (PCMs) to mitigate early age thermal cracking in concrete: Theoretical considerations. Construction and Building Materials 2016;126:332–344. https://doi.org/10.1016/j.conbuildmat.2016.09.046
  • [14] Singh PR, Rai DC. Effect of piped water cooling on thermal stress in mass concrete at early ages. Journal of Engineering Mechanics 2018;144(3):0001418. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001418
  • [15] Modarres A, Hosseini Z. Mechanical properties of roller compacted concrete containing rice husk ash with original and recycled asphalt pavement material. Materials & Design 2014;64:227–236. https://doi.org/10.1016/j.matdes.2014.07.072
  • [16] Yoshitake I, Komure H, Nassif AY, Fukumoto S. Tensile properties of high volume fly-ash (HVFA) concrete with limestone aggregate. Construction and Building Materials 2013;49:101–109. https://doi.org/10.1016/j.conbuildmat.2013.08.020
  • [17] Ali MA, Kambiz R. Mechanical properties of high-volume fly ash roller compacted concrete designed by maximum density method. Construction and Building Materials 2013;38:356–364. https://doi.org/10.1016/j.conbuildmat.2012.07.109
  • [18] Aghabaglou AM, Çakir ÖA, Ramyar K. Freeze–thaw resistance and transport properties of high-volume fly ash roller compacted concrete designed by maximum density method. Cement and Concrete Composites 2013;37:259–266. https://doi.org/10.1016/j.cemconcomp.2013.01.009
  • [19] Mikulčić H, Klemeš JJ, Vujanović M, Urbaniec K, Duić N. Reducing greenhouse gasses emissions by fostering the deployment of alternative raw materials and energy sources in the cleaner cement manufacturing process. Journal of Cleaner Production 2016;136(Part B):119–132. https://doi.org/10.1016/j.jclepro.2016.04.145
  • [20] Tang VL, Boris B, Olga A, Oksana L, Pham NA. Effect of rice husk ash and fly ash on the compressive strength of high performance concrete. E3S Web of Conferences 2018;33:02030. https://doi.org/10.1051/e3sconf/20183302030
  • [21] Terwilliger TC, Bunkóczi G, Hung LW, Zwart PH, Smith JL, Akey DL, Adams PD. Can I solve my structure by SAD phasing? Planning an experiment, scaling data and evaluating the useful anomalous correlation and anomalous signal. Acta Crystallographica Section D: Structural Biology 2016;D72:359–374. https://doi.org/10.1107/S2059798315019403
  • [22] Williams HP. Model Building in Mathematical Programming. John Wiley & Sons; 2013. ISBN: 978-1-118-44333-0
  • [23] Wang, B., Xia, X., & Zhang, J. (2014). A multi-objective optimization model for the life-cycle cost analysis and retrofitting planning of buildings. Energy and Buildings, 77, 227–235. https://doi.org/10.1016/j.enbuild.2014.03.025
  • [24] Tang VL, Boris B, Sofia B, Olga A, Pham NA, Vu DT. Effect of rice husk ash and fly ash on the workability of concrete mixture in the high-rise construction. E3S Web of Conferences 2018;33:02029. https://doi.org/10.1051/e3sconf/20183302029
  • [25] Wackerly D, Mendenha Ill W, Scheaffer RL. Mathematical Statistics with Applications. Brooks/Cole [Cengage Learning]; 2014. ISBN: 9780495110811
  • [26] Aniskin N, Chyk NC. Temperature regime of massive concrete dams in the zone of contact with the base. IOP Conference Series: Materials Science and Engineering 2018;365:042083. https://doi.org/10.1088/1757-899X/365/4/042083
  • [27] Ahmed EYS, Abdelrahman A, Embaby RA. Concrete dams: Thermal-stress and construction stage analysis. Dams and Reservoirs 2017;28(1):1–19. https://doi.org/10.1680/jdare.16.00055
  • [28] Chen H, Liu Z. Temperature control and thermal-induced stress field analysis of GongGuoQiao RCC dam. Journal of Thermal Analysis and Calorimetry 2018; doi: 10.1007/s10973-018-7450-1. https://doi.org/10.1007/s10973-018-7450-1
  • [29] Ashtankar VB, Chore HS. Thermo-structural monitoring of RCC dam in India through instrumentation. Structural Monitoring and Maintenance 2015;2(2):95–113. https://doi.org/10.12989/smm.2015.2.2.095
  • [30] Bobko CP, Zadeh VZ, Seracino R. Improved schmidt method for predicting temperature development in mass concrete. ACI Materials Journal 2015;112(4):579–586. https://doi.org/10.14359/51687454
  • [31] Aniskin NА, Chuc NT. The thermal stress of roller-compacted concrete dams during construction. MATEC Web of Conferences 2018;196:04059. https://doi.org/10.1051/matecconf/201819604059
There are 31 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Van-lam Tang This is me 0000-0002-4857-835X

Trong-chuc Nguyen This is me 0000-0001-9723-5161

Bulgakov Boris Igorevich This is me 0000-0002-4737-8524

Ngoc-anh Pham This is me 0000-0003-4670-3513

Trong-phuoc Huynh This is me

Publication Date October 1, 2020
Submission Date October 14, 2018
Published in Issue Year 2020

Cite

APA Tang, V.-l., Nguyen, T.-c., Igorevich, B. B., Pham, N.-a., et al. (2020). A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION. Journal of Thermal Engineering, 6(5), 772-785. https://doi.org/10.18186/thermal.799443
AMA Tang Vl, Nguyen Tc, Igorevich BB, Pham Na, Huynh Tp. A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION. Journal of Thermal Engineering. October 2020;6(5):772-785. doi:10.18186/thermal.799443
Chicago Tang, Van-lam, Trong-chuc Nguyen, Bulgakov Boris Igorevich, Ngoc-anh Pham, and Trong-phuoc Huynh. “A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION”. Journal of Thermal Engineering 6, no. 5 (October 2020): 772-85. https://doi.org/10.18186/thermal.799443.
EndNote Tang V-l, Nguyen T-c, Igorevich BB, Pham N-a, Huynh T-p (October 1, 2020) A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION. Journal of Thermal Engineering 6 5 772–785.
IEEE V.-l. Tang, T.-c. Nguyen, B. B. Igorevich, N.-a. Pham, and T.-p. Huynh, “A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION”, Journal of Thermal Engineering, vol. 6, no. 5, pp. 772–785, 2020, doi: 10.18186/thermal.799443.
ISNAD Tang, Van-lam et al. “A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION”. Journal of Thermal Engineering 6/5 (October 2020), 772-785. https://doi.org/10.18186/thermal.799443.
JAMA Tang V-l, Nguyen T-c, Igorevich BB, Pham N-a, Huynh T-p. A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION. Journal of Thermal Engineering. 2020;6:772–785.
MLA Tang, Van-lam et al. “A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION”. Journal of Thermal Engineering, vol. 6, no. 5, 2020, pp. 772-85, doi:10.18186/thermal.799443.
Vancouver Tang V-l, Nguyen T-c, Igorevich BB, Pham N-a, Huynh T-p. A COMBINED EXPERIMENT-SIMULATION STUDY ON TEMPERATURE REGIME OF ROLLER-COMPACTED CONCRETE APPLYING FOR DAM CONSTRUCTION. Journal of Thermal Engineering. 2020;6(5):772-85.

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IMPORTANT NOTE: JOURNAL SUBMISSION LINK http://eds.yildiz.edu.tr/journal-of-thermal-engineering