Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore
In order to reduce the risk associated with water seepage in an underground rock cavern project in Singapore, a reliable hydro-geological model should be established based on the in situ investigation data. The key challenging issue in the hydro-geological model building is how to integrate limited...
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sg-ntu-dr.10356-1072662019-12-06T22:27:37Z Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore Zhao, Zhiye Sun, Jianping Lu, Ming Xu, Zhipeng School of Civil and Environmental Engineering DRNTU::Science::Geology In order to reduce the risk associated with water seepage in an underground rock cavern project in Singapore, a reliable hydro-geological model should be established based on the in situ investigation data. The key challenging issue in the hydro-geological model building is how to integrate limited geological and hydro-geological data to determine the hydraulic conductivity of the fractured rock masses. Based on the data obtained from different stages (feasibility investigation stage, construction stage, and post-construction stage), suitable models and methods are proposed to determine the hydraulic conductivities at different locations and depths, which will be used at other locations in the future. Published version 2015-05-18T04:16:05Z 2019-12-06T22:27:37Z 2015-05-18T04:16:05Z 2019-12-06T22:27:37Z 2015 2015 Journal Article Xu, Z., Zhao, Z., Sun, J., & Lu, M. (2015). Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore. Journal of rock mechanics and geotechnical engineering, 7(2), 178-184. https://hdl.handle.net/10356/107266 http://hdl.handle.net/10220/25571 http://dx.doi.org/10.1016/j.jrmge.2014.10.006 185340 en Journal of rock mechanics and geotechnical engineering © 2015 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This work is licensed under a Creative Commons license. 7 p. application/pdf |
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DRNTU::Science::Geology Zhao, Zhiye Sun, Jianping Lu, Ming Xu, Zhipeng Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore |
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In order to reduce the risk associated with water seepage in an underground rock cavern project in Singapore, a reliable hydro-geological model should be established based on the in situ investigation data. The key challenging issue in the hydro-geological model building is how to integrate limited geological and hydro-geological data to determine the hydraulic conductivity of the fractured rock masses. Based on the data obtained from different stages (feasibility investigation stage, construction stage, and post-construction stage), suitable models and methods are proposed to determine the hydraulic conductivities at different locations and depths, which will be used at other locations in the future. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Zhao, Zhiye Sun, Jianping Lu, Ming Xu, Zhipeng |
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Article |
author |
Zhao, Zhiye Sun, Jianping Lu, Ming Xu, Zhipeng |
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Zhao, Zhiye |
title |
Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore |
title_short |
Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore |
title_full |
Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore |
title_fullStr |
Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore |
title_full_unstemmed |
Determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in Singapore |
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determination of hydraulic conductivity of fractured rock masses : a case study for a rock cavern project in singapore |
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2015 |
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https://hdl.handle.net/10356/107266 http://hdl.handle.net/10220/25571 http://dx.doi.org/10.1016/j.jrmge.2014.10.006 |
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1681042450981847040 |