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Case Study | Open Access

Gomal Zam RCC Arch-Gravity Dam in Pakistan

Tractebel Engineering Ltd. (former Lahmeyer International Ltd.), Bad Vilbel 61118, Germany
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Abstract

Gomal Zam Roller Compacted Concrete (RCC) Arch-Gravity Dam is up to now the only arch-type RCC dam in Pakistan. In the selection of dam axis and type, the local topographical and geological conditions were intelligently used to create the largest reservoir with the minimum dam volume. During the construction, several innovative technologies were applied. This paper highlights the notable structural features and innovative construction technologies.

References

[1]
R. A. Khan. Presentation on Gomal Zam Roller-Compacted Concrete Curved Gravity Dam. In: Proceedings of the 5th International Symposium on RCC Dams, Guiyang, China, 2007: pp 317–324.
[2]
E. Schnaecker, C. J. Du. Strengthening and sealing of Gomal Zam RCC Arch-Gravity Dam foundation in Pakistan. In: Proceedings of the 26th World Congress ICOLD & 86th Annual Meeting, Vienna, Austria, 2018: p 26.
[3]

C. J. Du. Temperature control for the Gomal Zam RCC Arch-Gravity Dam. Concr Int, 2016, 38: 31–36.

[4]
J. Z. Gao, Q. C. Liu, G. E. Li. A study and applications of slit-type flip bucket. In: Proceedings of the International Symposium on Hydraulics for High Dams, Beijing, China, 1988: pp 315–322.
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C. J. Du. Transverse contraction joints and grouting systems for RCC arch dams. Int J Hydropower Dams, 2006, 13: 82–88.

[6]
G. X. Chen, G. J. Ji, G. X. Huang. Repeated grouting of RCC arch dams. In: Roller-Compacted Concrete Dams. L. Berga, J. M. Buil, C. Jofre, et al. Eds. Madrid (Spain): Taylor and Francis, 2003: pp 421–426.
Journal of Intelligent Construction
Article number: 9180013
Cite this article:
Du C. Gomal Zam RCC Arch-Gravity Dam in Pakistan. Journal of Intelligent Construction, 2024, 2(2): 9180013. https://doi.org/10.26599/JIC.2024.9180013

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Published: 12 April 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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