Back to Results
First PageMeta Content
Geotechnical engineering / Hydraulic engineering / Hydrology / Subsidence / Fracture / Aquifer / Groundwater / Tunnel / Bone fracture / Geology / Structural geology / Soil mechanics


Zangerl, C., Eberhardt, E., Loew, S., Evans, K., Coupled hydromechanical modelling of surface subsidence in crystalline rock masses due to tunnel drainage. ISRM 2003–Technology roadmap for rock mechanics, South African
Add to Reading List

Document Date: 2003-09-02 12:26:33


Open Document

File Size: 734,70 KB

Share Result on Facebook

City

Zurich / Oslo / VISAGE / Minneapolis / Gotthard Massif / Bracknell / Subsidence / Rio de Janeiro / /

Company

AlpTransit Gotthard AG / Vector International Processing Systems Limited. / Itasca Consulting Group / /

Country

Switzerland / Norway / United States / United Kingdom / New Zealand / /

Facility

Zeuzier dam / Swiss Federal Institute of Technology / Institute of Geodesy / Gotthard tunnel / South African Institute of Mining / Gotthard Highway Tunnel / Dam Engineering Vol. / /

IndustryTerm

finite-element poroelastic solution / semi-logarithmic closure law / interconnected fracture network / drainage network / stress law / dam site / finite-element solution / /

NaturalFeature

Benoit Valley / /

Organization

American Society of Civil Engineers / Swiss Federal office of Topography / Swiss Federal Institute of Technology / Irrigation and Drainage Division / South African Institute of Mining and Metallurgy / Institute of Geodesy and Photogrammetry / American Society of Engineers / /

Person

Part / Giovanni Lombardi / /

Position

FES rock mass model / representative / /

ProvinceOrState

New York / /

Region

western Switzerland / central Switzerland / /

Technology

3-D / GPS / simulation / /

SocialTag