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Research Article | Open Access

New stress–strain model and intelligent quality control technology for cemented material dam

Jinsheng Jiaa,b( ), Wambley Adomako Baaha, Cuiying Zhenga, Lianying Dinga, Yangfeng Wua,b
China Institute of Water Resources and Hydropower Research, Beijing 100038, China
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China
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Abstract

Cemented material dam (CMD) can fully utilize local sand, gravel, and rock materials for dam construction. It has many advantages such as flood overtopping without failure, environmental friendliness, economic savings, rapid construction, and so on. It has been rapidly popularised and applied to domestic and foreign projects since it was put forward by the first author. This paper illustrates the reasons for the proposal of CMDs, puts forward the stress–strain model of the cemented mixture and the intelligent system of production quality control, presents the model test results for CMD against flood overtopping, and introduces the practice of dam construction with low-strength soft rock and weathered materials.

Keywords

cemented material damstress–strain modelintelligent quality controlcemented low-strength rockcemented weathered materialsmodel test against flood overtopping

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Journal of Intelligent Construction
Volume 2 Issue 1,
March 2024
Article number: 9180033
DOI: 10.26599/JIC.2023.9180033
Cite this article:
Jia J, Baah WA, Zheng C, et al. New stress–strain model and intelligent quality control technology for cemented material dam. Journal of Intelligent Construction, 2024, 2(1): 9180033. https://doi.org/10.26599/JIC.2023.9180033

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Received: 16 October 2023
Revised: 13 November 2023
Accepted: 30 November 2023
Published: 26 February 2024
© The Author(s) 2024. Published by Tsinghua University Press.

The articles published in this open access journal are distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.
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