Selection of Recommended Engineering Geological Parameters of Soil Dam Foundation in Suki Kinari Hydropower Project in Pakistan

DOI

10.2991/ifeesm-17.2018.23How to use a DOI?

Keywords

Suki Kinari Hydropower Project, Deep-thickness overburden, Laboratory test, In-situ test, Engineering analogy, Soil dam foundation, Recommended Engineering Geological Parameter

Abstract

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.

Copyright

© 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/).

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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  -