堆石混凝土坝综述与下一代混凝土筑坝技术前瞻

Feng Jin, Duruo Huang, Michel Lino, Hu Zhou

工程(英文) ›› 2024, Vol. 32 ›› Issue (1) : 99-105.

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PDF(4363 KB)
工程(英文) ›› 2024, Vol. 32 ›› Issue (1) : 99-105. DOI: 10.1016/j.eng.2023.09.020
研究论文
Review

堆石混凝土坝综述与下一代混凝土筑坝技术前瞻

作者信息 +

A Brief Review of Rock-Filled Concrete Dams and Prospects for Next-Generation Concrete Dam Construction Technology

Author information +
History +

Abstract

Over the past few decades, one of the most significant advances in dam construction has been the invention of the rock-filled concrete (RFC) dam, which is constructed by pouring high-performance self-compacting concrete (HSCC) to fill the voids in preplaced large rocks. The innovative use of large rocks in dam construction provides engineers with a material that requires less cement consumption and hydration heat while enhancing construction efficiency and environmental friendliness. However, two fundamental scientific issues related to RFC need to be addressed: namely, the pouring compactness and the effect of large rocks on the mechanical and physical properties of RFC. This article provides a timely review of fundamental research and innovations in the design, construction, and quality control of RFC dams. Prospects for next-generation concrete dams are discussed from the perspectives of environmental friendliness, intrinsic safety, and labor savings.

Keywords

Rock-filled concrete dam / Pouring compactness / Effect of large rocks / Intelligent quality control / Unmanned dam construction

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Feng Jin, Duruo Huang, Michel Lino. 堆石混凝土坝概述及下一代混凝土坝施工技术展望. Engineering. 2024, 32(1): 99-105 https://doi.org/10.1016/j.eng.2023.09.020

参考文献

[1]
Lino M, Delorme F, Puiatti D. The Soil Treated Dam (STD): a new concept of cemented dam. In:Proceedings of the 7th Symposium on Roller Compacted Concrete (RCC) Dams; 2015 Sep 24-25; Chengdu, China. Barcelona:Comité Español de Grandes Presas; 2015. p. 461-71.
[2]
P. Londe, M. Lino. The faced symmetrical hardfill dam: a new concept for RCC. Int Water Power Dams Constr, 44 ( 1992), pp. 19-24
[3]
International Commission on Large Dams (ICOLD). The gravity dam:a dam for the future—review and recommendations, bulletin 117. Report. Paris: ICOLD; 2000.
[4]
International Commission on Large Dams (ICOLD). Roller compacted concrete dams—state of the art and case histories, bulletin 126. Report. Paris: ICOLD; 2003.
[5]
International Commission on Large Dams (ICOLD). Selection of materials for concrete dams, bulletin 165. Report. Paris: ICOLD; 2014.
[6]
Jin F,An XH, inventors; Tsinghua University, assignee. Construction method for rock-filled concrete dam. China Patent CN ZL03102674.5. 2006 Jan 25.
[7]
S.P. Shah, G.R. Lomboy. Future research needs in self-consolidating concrete. J Sustainable Cem-Based Mater, 4 (3-4) ( 2015), pp. 154-163
[8]
F. Jin, D. Huang. Rock-filled concrete dams. Springer, Berlin ( 2022)
[9]
C. Liu, C.R. Ahn, X. An, S.H. Lee. Lift-cycle assessment of concrete dam construction comparison of environmental impact of rock-filled and conventional concrete. J Constr Eng Manage, 139 (12) ( 2013), Article A4013009
[10]
China’s National Energy Administration. NB/T10077-2018: Technical guide for rock-filled concrete dams. Chinese standard. Beijing: China Water & Power Press; 2019. Chinese.
[11]
China’s National Energy Administration. DL/T5806-2020: Construction specification for rock-filled concrete of hydropower and water conservancy engineering. Chinese standard. Beijing: China Electric Power Press; 2021. Chinese.
[12]
Administration for Market Requlation of Guizhou Province.DB52/T1545-2020: Technical code for rock-filled concrete arch dams. Chinese standard. Guiyang: Administration for Market Requlation of Guizhou Province; 2020. Chinese.
[13]
International Commission on Large Dams (ICOLD). Cemented material dam:design and practice—rock-filled concrete dam, bulletin 190. Report. Paris: ICOLD; 2022.
[14]
Y.T. Xie, D.J. Corr, M. Chaouche, F. Jin, S.P. Shah. Experimental study of filling capacity of self-compacting concrete and its influence on the properties of rock-filled concrete. Cement Concr Res, 56 ( 2014), pp. 121-128
[15]
Y.T. Xie, D.J. Corr, F. Jin, H. Zhou, S.P. Shah. Experimental study of the interfacial transition zone (ITZ) of model rock-filled concrete (RFC). Cement Concr Compos, 55 ( 2015), pp. 223-231
[16]
Y.Y. Wang, F. Jin, Y.T. Xie. Experimental study on effects of casting procedures on compressive strength, water permeability, and interfacial transition zone porosity of rock-filled concrete. J Mater Civ Eng, 28 (8) ( 2016), Article 04016055
[17]
H. Fan, D. Huang, G. Wang. Discontinuous deformation analysis handling vertex-vertex contact based on principle of least effort. Int J Numer Methods Eng, 121 (18) ( 2020), pp. 4070-4100
[18]
C.C. Pan, F. Jin, H. Zhou. Early-age performance of self-compacting concrete under stepwise increasing compression. Cement Concr Res, 162 ( 2022), Article 107002
[19]
J.L. He, H. Jiang, Y.D. Zhou, F. Jin, C.H. Zhang. Elementary behavior of dual-particle composites cemented by self-compacting mortar: experimental and constitutive modelling. Constr Build Mater, 320 (1) ( 2022), Article 126232
[20]
M. Huang, H. Zhou, X. An, F. Jin. A pilot study on integrated properties of rock-filled concrete. J Build Mater, 11 (2) ( 2008), pp. 206-211
[21]
X. Tang, J. Shi, Z. Zhang, C.H. Zhang. Meso-scale simulation and experimental study on self-compacted rock-fill concrete. J Hydraul Eng, 40 (7) ( 2009), pp. 844-849
[22]
J.T. Wang, S. Wang, F. Jin. Measurement and evaluation of the thermal expansion coefficient of rock-filled concrete. J Test Eval, 41 (6) ( 2013), pp. 951-958
[23]
S. He, C. Chen, H. Zhou, F. Jin. Current research on comprehensive properties of rock-filled concrete. J Hydroel Eng, 36 (6) ( 2017), pp. 10-18
[24]
S. He, Z. Zhu, M. Lv, H. Wang. Experimental study on the creep behaviour of rock-filled concrete and self-compacting concrete. Constr Build Mater, 186 ( 2018), pp. 53-61
[25]
J.L. He, H. Huang, H. Jiang, Y.D. Zhou, F. Jin, C.H. Zhang. Experimental investigation into mode-I interfacial fracture behavior between rock and self-compacting concrete in rock-filled concrete. Eng Fract Mech, 258 ( 2021), Article 108047
[26]
Li YB, Zhu BS, Tang XL, He TH, Qiao ZC, Wu XQ, et al. Experimental study on mechanical properties of large rock-filled concrete specimens in Lyutang reservoir. Water Resour Plan Design 2020;4:142-7,163. Chinese.
[27]
T. Liang, F. Jin, D. Huang, G. Wang. On the elastic modulus of rock-filled concrete. Constr Build Mater, 340 (5) ( 2022), Article 127819
[28]
China’s National Energy Administration. DL/T5150-2017: Test code for hydraulic concrete. Chinese standard. Beijing: China Electric Power Press; 2018. Chinese.
[29]
H. Cheng, Q. Zhou, S. Lou, G. Zhang, Y. Liu, Z. Lei. Simulation of the working behavior of Shibahe reservoir rock-filled concrete gravity dam during construction. Tsinghua Sci Technol, 62 (9) ( 2022), pp. 1408-1416 Chinese
[30]
F. Jin, G.X. Zhang, Q.Y. Zhang. Temperature analysis for Lyutang RFC arch dam in construction period. J Hydraul Eng, 51 (06) ( 2020), pp. 749-756 Chinese
[31]
F. Jin, G.X. Zhang, S.J. Lou, T.H. He, Q.Y. Zhang. Trial load analysis for integral casting RFC arch dams. J Hydraul Eng, 51 (10) ( 2020), pp. 1307-1314 Chinese
[32]
Jin F, Xu XR, Zhou H,Huang D, inventors; Tsinghua University, assignee. Construction and operation of concrete rock-filled dam management information system V1.0. China patent CN 2019SR1164863. 2019 Nov 1.
[33]
Xu XR, Jin F, Zhou H,Huang D, inventors; Tsinghua University, assignee. Construction management information system for rock-filled concrete dams V1.0. China patent CN 2019SR1151904. 2019 Oct 1.
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