References(48)
[1]
P. Lin, W. Y. Zhou, and H. Y. Liu, Experimental study on cracking, reinforcement, and overall stability of the Xiaowan super-high arch dam, Rock Mech. Rock Eng., vol. 48, no. 2, pp. 819–841, 2015.
[2]
J. Shi, P. Lin, Y. D. Zhou, P. C. Wei, and R. K. Wang, Reinforcement analysis of toe blocks and anchor cables at the Xiluodu super-high arch dam, Rock Mech. Rock Eng., vol. 51, no. 8, pp. 2533–2554, 2018.
[3]
P. Lin, X. X. Zhu, Q. B. Li, H. Y. Liu, and Y. J. Yu, Study on optimal grouting timing for controlling uplift deformation of a super high arch dam, Rock Mech. Rock Eng., vol. 49, no. 1, pp. 115–142, 2016.
[4]
J. D. Xin, G. X. Zhang, Y. Liu, Z. H. Wang, N. Yang, Y. F. Wang, R. F. Mou, Y. Qiao, J. Wang, and Z. Wu, Environmental impact and thermal cracking resistance of low heat cement (LHC) and moderate heat cement (MHC) concrete at early ages, J. Build. Eng., vol. 32, p. 101668, 2020.
[5]
Z. H. Wang, Y. Liu, G. X. Zhang, and W. Q. Hou, Schematic study on temperature control and crack prevention during spillway tunnel concreting period, Mater. Struct., vol. 48, no. 11, pp. 3517–3525, 2015.
[6]
P. Lin, Q. B. Li, and H. Hu, A flexible network structure for temperature monitoring of a super high arch dam, Int.J. Distrib. Sens. Netw., vol. 2012, no. 11, p. 917849, 2012.
[7]
P. Lin, Q. X. Fan, Z. L. Wang, W. F. Chen, Z. L. Yang, and S. W. Zhou, Intelligent control system and method for medium heat exchange, (in Chinese), CN110006284B, May 15, 2020.
[8]
Q. L. Zhang, Z. Z. An, T. Y. Liu, Z. S. Zhang, Z. H. Huangfu, Q. B. Li, Q. J. Yang, and J. Q. Liu, Intelligent rolling compaction system for earth-rock dams, Autom. Constr., vol. 116, p. 103246, 2020.
[9]
P. Lin, H. Y. Peng, Q. X. Fan, Y. F. Xiang, Z. L. Yang, and N. Yang, A 3D thermal field restructuring method for concrete dams based on real-time temperature monitoring, KSCE J. Civil Eng., vol. 25, no. 4, pp. 1326–1340, 2021.
[10]
H. Z. Su, X. Li, B. B. Yang, and Z. P. Wen, Wavelet support vector machine-based prediction model of dam deformation, Mech. Syst. Signal Process., vol. 110, pp. 412–427, 2018.
[11]
Y. Su, K. L. Weng, C. Lin, and Z. Q. Chen, Dam deformation interpretation and prediction based on a long short-term memory model coupled with an attention mechanism, Appl. Sci., vol. 11, no. 14, p. 6625, 2021.
[12]
B. K. Oh, H. S. Park, and B. Glisic, Prediction of long-term strain in concrete structure using convolutional neural networks, air temperature and time stamp of measurements, Autom. Constr., vol. 126, p. 103665, 2021.
[13]
S. Y. Chen, C. S. Gu, C. N. Lin, Y. Wang, and M. A. Hariri-Ardebili, Prediction, monitoring, and interpretation of dam leakage flow via adaptative kernel extreme learning machine, Measurement, vol. 166, p. 108161, 2020.
[14]
W. S. Song, T. Guan, B. Y. Ren, J. Yu, J. J. Wang, and B. P. Wu, Real-time construction simulation coupling a concrete temperature field interval prediction model with optimized hybrid-kernel RVM for arch dams, Energies, vol. 13, no. 17, p. 4487, 2020.
[15]
H. Y. Xie, W. Shi, R. R. A. Issa, X. T. Guo, Y. Shi, and X. J. Liu, Machine learning of concrete temperature development for quality control of field curing, J. Comput. Civil Eng., vol. 34, no. 5, p. 04020031, 2020.
[16]
B. Liu, S. Yan, H. L. You, Y. Dong, Y. Li, J. L. Lang, and R. T. Gu, Road surface temperature prediction based on gradient extreme learning machine boosting, Comput Ind., vol. 99, pp. 294–302, 2018.
[17]
Q. X. Fan, P. Lin, P. C. Wei, Z. Y. Ning, and G. Li, Closed-loop control theory of Intelligent construction, (in Chinese), J. Tsinghua Univ. (Sci. Technol.), vol. 61, no. 7, pp. 660–670, 2021.
[18]
H. W. Zhou, Y. H. Zhou, C. J. Zhao, F. Wang, and Z. P. Liang, Feedback design of temperature control measures for concrete dams based on real-time temperature monitoring and construction process simulation, KSCE J. Civil Eng., vol. 22, no. 5, pp. 1584–1592, 2018.
[19]
D. H. Zhong, M. N. Shi, B. Cui, J. J. Wang, and T. Guan, Research progress of the intelligent construction of dams, (in Chinese), J. Hydraul. Eng., vol. 50, no. 1, pp. 38–52&61, 2019.
[20]
A. R. Ingraffea, H. N. Linsbauer, and H. P. Rossmanith, Computer simulation of cracking in a large arch dam downstream side cracking, in Proc. SEM-RILEM Int. Conf. on Fracture of Concrete and Rock, Houston, TX, USA, 1989, pp. 334–342.
[21]
W. M. Wang, J. X. Ding, G. J. Wang, L. C. Zou, and S. H. Chen, Stability analysis of the temperature cracks in Xiaowan arch dam, Sci. China Technol. Sci., vol. 54, no. 3, pp. 547–555, 2011.
[22]
P. H. Burgi, 75 years of hydraulic investigations-hoover dam, in Proc.75th Anniversary History Symp., Las Vegas, NV, USA, 2010, pp. 249–266.
[23]
M. Wieland, Q. Ren, and J. S. Y. Tan, eds, New Developments in Dam Engineering: Proceedings of the 4th International Conference on Dam Engineering, 18–20 October, Nanjing, China. London, UK: CRC Press, 2004.
[24]
N. Aniskin, C. N. Trong, and L. H. Quoc, Influence of size and construction schedule of massive concrete structures on its temperature regime, MATEC Web Conf., vol. 251, p. 02014, 2018.
[25]
X. H. Liu, C. Zhang, X. L. Chang, W. Zhou, Y. G. Cheng, and Y. Duan, Precise simulation analysis of the thermal field in mass concrete with a pipe water cooling system, Appl. Therm. Eng., vol. 78, pp. 449–459, 2015.
[26]
A. Tasri and A. Susilawati, Effect of material of post-cooling pipes on temperature and thermal stress in mass concrete, Structures, vol. 20, pp. 204–212, 2019.
[27]
T. A. Do, T. T. Hoang, T. Bui-Tien, H. V. Hoang, T. D. Do, and P. A. Nguyen, Evaluation of heat of hydration, temperature evolution and thermal cracking risk in high-strength concrete at early ages, Case Stud. Therm. Eng., vol. 21, p. 100658, 2020.
[28]
Z. Z. Zhang, Q. C. Xin, and F. Zhang, Impact of wind speed on temperature field of massive concrete at different air temperatures, (in Chinese), Water Resour. Power, vol. 33, no. 5, pp. 109–112, 2015.
[29]
P. Lin, Q. B. Li, and P. Y. Jia, A real-time temperature data transmission approach for intelligent cooling control of mass concrete, Math. Probl. Eng., vol. 2014, p. 514606, 2014.
[30]
P. Lin, P. C. Wei, H. Y. Peng, Z. Y. Ning, and M. Li, Medium-based intelligent temperature control data management system and method, (in Chinese), CN109917831A, June 21, 2019.
[31]
P. Lin, Z. Y. Ning, H. Y. Peng, and P. C. Wei, Mass concrete temperature control method based on intelligent learning, (in Chinese), CN109976147A, July 5, 2019.
[32]
Z. Y. Zhu, Y. Liu, G. X. Zhang, C. C. Wu, Z. H. Wang, Y. Z. Liu, L. Zhang, and N. Yang, Micro-scale FEM calculation of concrete temperature during production and casting, J. Wuhan Univ. Technol.-Mater. Sci. Ed., vol. 35, no. 1, pp. 113–120, 2020.
[33]
C. Ponce-Farfán, D. Santillán, and M. Á. Toledo, Thermal simulation of rolled concrete dams: Influence of the hydration model and the environmental actions on the thermal field, Water, vol. 12, no. 3, p. 858, 2020.
[34]
M. Zhang, X. H. Yao, J. F. Guan, and L. L. Li, Study on temperature field massive concrete in early age based on temperature influence factor, Adv. Civil Eng., vol. 2020, pp. 8878974, 2020.
[35]
T. C. Nguyen, T. S. Nguyen, Q. Van Nguyen, and T. M. D. Do, Finite element analysis of temperature and stress fields in the concrete mass with pipe-cooling, Struct. Integr. Life, vol. 20, no. 2, pp. 131–135, 2020.
[36]
Y. Li, L. Nie, and B. Wang, A numerical simulation of thetemperature cracking propagation process when pouring mass concrete, Autom. Constr., vol. 37, pp. 203–210, 2014.
[37]
G. An, N. Yang, Q. B. Li, Y. Hu, and H. T. Yang, A simplified method for real-time prediction of temperature in mass concrete at early age, Appl. Sci., vol. 10, no. 13, p. 4451, 2020.
[38]
Y. H. A. Aziz, Y. A. Zaher, M. A. Wahab, and M. Khalaf, Predicting temperature rise in Jacketed concrete beams subjected to elevated temperatures, Constr. Build. Mater., vol. 227, p. 116460, 2019.
[39]
Y. J. Bie, S. Qiang, X. Sun, and J. D. Song, A new formula to estimate final temperature rise of concrete considering ultimate hydration based on equivalent age, Constr. Build. Mater., vol. 142, pp. 514–520, 2017.
[40]
J. Liu, Y. J. Liu, G. J. Zhang, L. Jiang, and X. K. Yan, Prediction formula for temperature gradient of concrete-filled steel tubular member with an arbitrary inclination, J. Bridge Eng., vol. 25, no. 10, p. 04020076, 2020.
[41]
A. Eymen and Ü. Köylü, Seasonal trend analysis and ARIMA modeling of relative humidity and wind speed time series around Yamula Dam, Meteor. Atmos. Phys., vol. 131, no. 3, pp. 601–612, 2019.
[42]
S. Y. Hou, W. G. Li, T. Y. Liu, S. G. Zhou, J. H. Guan, R. F. Qin, and Z. F. Wang, D2CL: A dense dilated convolutional LSTM model for sea surface temperature prediction, IEEE J. Sel. Top. Appl. Earth Obs. Remote Sens., vol. 14, pp. 12514–12523, 2021.
[43]
J. Li, Rapid prediction on temperature of concrete in the concreting process based on GA-SVM, (in Chinese), Master dissertation, Tsinghua University, Beijing, China, 2016.
[44]
I. E. Livieris, E. Pintelas, and P. Pintelas, A CNN-LSTM model for gold price time-series forecasting, Neural Comput. Appl., vol. 32, no. 23, pp. 17351–17360, 2020.
[45]
H. X. Zang, L. Liu, L. Sun, L. L. Cheng, Z. N. Wei, and G. Q. Sun, Short-term global horizontal irradiance forecasting based on a hybrid CNN-LSTM model with spatiotemporal correlations, Renew. Energy, vol. 160, pp. 26–41, 2020.
[46]
C. Z. Zhang, F. H. Zhu, X. Wang, L. L. Sun, H. N. Tang, and Y. S. Lv, Taxi demand prediction using parallel multi-task learning model, IEEE Trans. Intell. Transp. Syst., vol. 23, no. 2, pp. 794–803, 2022.
[47]
P. G. Asteris, A. D. Skentou, A. Bardhan, P. Samui, and K. Pilakoutas, Predicting concrete compressive strength using hybrid ensembling of surrogate machine learning models, Cem. Concr. Res., vol. 145, p. 106449, 2021.
[48]
X. Y. Cai, Rapid analysis and prediction on temperature of dam in the concreting process based on data mining, (in Chinese), Master dissertation, Tsinghua University, Beijing, China, 2015.