Application of MODFLOW in Analysis for Prevention of Up-floating of Beijing

LIU Chun; LIU Peipei

doi:10.3969/j.issn.1007-2993.2010.01.001

Volume 24 Issue 1

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LIU Chun, LIU Peipei. Application of MODFLOW in Analysis for Prevention of Up-floating of Beijing[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 1-5. doi: 10.3969/j.issn.1007-2993.2010.01.001

Citation:

LIU Chun, LIU Peipei. Application of MODFLOW in Analysis for Prevention of Up-floating of Beijing[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 1-5. doi: 10.3969/j.issn.1007-2993.2010.01.001

LIU Chun, LIU Peipei. Application of MODFLOW in Analysis for Prevention of Up-floating of Beijing[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 1-5. doi: 10.3969/j.issn.1007-2993.2010.01.001

Citation:

LIU Chun, LIU Peipei. Application of MODFLOW in Analysis for Prevention of Up-floating of Beijing[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 1-5. doi: 10.3969/j.issn.1007-2993.2010.01.001

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Application of MODFLOW in Analysis for Prevention of Up-floating of Beijing

doi: 10.3969/j.issn.1007-2993.2010.01.001

LIU Chun¹,
LIU Peipei²

1. China Ordnance Industry Survey, Design & Research Institute, Beijing 100053, China;
2. Three Gorges Geotechnical Consultants Co., Ltd. Wuhan 430074, Hubei, China

Received Date: 2009-10-27
Available Online: 2021-07-06

Abstract

Abstract

Introduce some achievement of the aspect that the buoyancy studies of the underground structure. MODF-LOW is applied to numerical simulation to analysis and demonstrate, combining with the concrete project, We suggest that the groundwater level for prevention of up-floating, reduce the investment to anti-uplift.
- MODFLOW,
- numerical simulation,
- groundwater level for prevention of up-floating