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Civil engineering / Geotechnical engineering / Hydrology / Environmental soil science / Geology / Landslide / Slope stability / Water table / Effective stress / Water / Soil mechanics / Earth


Yangtze Riverbank Slope Stability by Water Level Change in the Three Gorges Reservoir Dr. Liu Hui Sichuan College of Architectural Technology, Deyang, Sichuan, 618000,China e-mail:
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Document Date: 2015-04-12 21:08:01


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City

Sandouping / Chengdu / Beijing / Chongqing / /

Company

Middle / Bank Stability of Three Gorges / TO PREDICT BANK COLLAPSE / Lower Reaches / Ge / Side AB / Yangtze Riverbank / /

Country

China / Sweden / /

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Event

Natural Disaster / /

Facility

Dike Seepage Inflow Erosion / Three Gorges Reservoir Dr. Liu Hui Sichuan College of Architectural Technology / Three Gorges Dam / Fulin Station / Wanzhou Station / Three Gorges Reservoir Geological Disasters Prevention Headquarters of P.R. China / /

IndustryTerm

reservoir bank / bank collapse prediction / type bank collapse / underwater accumulation bank slope / bank slope line / bank / rock bank collapse / untreated bank slopes / bank collapse / bank slopes / rock bank slope / bank slope / /

NaturalFeature

Yangtze River / Three Gorges / /

Organization

Yangtze River Water Resources Commission / Liu Hui Sichuan College of Architectural Technology / Ministry of Water Resources / Lanzhou University / /

Person

Wang Ruigang / Shi Wei-min / Wang Xuejun / Hiroyuki Nakamura / Interaction / Yan Shuwang / Zheng Yinren / /

/

Position

hb / mechanic / calculation model / General Planning / /

ProvinceOrState

Alberta / Guizhou / Hunan / Hubei / Sichuan / /

Technology

LAN / WAN / /

SocialTag