Selection of Recommended Engineering Geological Parameters of Soil Dam Foundation in Suki Kinari Hydropower Project in Pakistan
- 10.2991/ifeesm-17.2018.23How to use a DOI?
- Suki Kinari Hydropower Project, Deep-thickness overburden, Laboratory test, In-situ test, Engineering analogy, Soil dam foundation, Recommended Engineering Geological Parameter
For the dams built on deep-thickness overburden, selection of engineering geological parameters has outstanding importance, which directly affect the design and construction of dam. In the study, the Suki Kinari Hydropower project in Pakistan is discussed as an example, considering the characteristics of disorder composition, and unapparent regularity of overburden, combining with the impractical condition of taking undisturbed samples, several methods are adopted comprehensively during investigation, which help engineers to solve the engineering problem.
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Cheng Shan Dong AU - Yan Chao Yuan AU - Lin Zhao AU - Hai Yan Fang AU - Zheng Quan Yang PY - 2018/02 DA - 2018/02 TI - Selection of Recommended Engineering Geological Parameters of Soil Dam Foundation in Suki Kinari Hydropower Project in Pakistan BT - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017) PB - Atlantis Press SP - 118 EP - 123 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-17.2018.23 DO - 10.2991/ifeesm-17.2018.23 ID - Dong2018/02 ER -