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Report deals with design and construction of grout curtain of Sylvenstein Dam, results of check measurements, and problem of effectiveness of sealing operations; subsoil conditions are characterized by heavy overburden in valley floor above main dolomite and groundwater passing through this natural fill; various technical foundation possibilities for 41-m-high earthfill dam are discussed; solution chosen to seal permeable loose soil zones by pore grouting; measurements results on seepage through injection curtain gathered during observation period of several years; measuring method is introduced that rapidly and reliably shows up any changes in permeability of sealing curtain.
Report deals with design and construction of grout curtain of Sylvenstein Dam, results of check measurements, and problem of effectiveness of sealing operations; subsoil conditions are characterized by heavy overburden in valley floor above main dolomite and groundwater passing through this natural fill; various technical foundation possibilities for 41-m-high earthfill dam are discussed; solution chosen to seal permeable loose soil zones by pore grouting; measurements results on seepage through injection curtain gathered during observation period of several years; measuring method is introduced that rapidly and reliably shows up any changes in permeability of sealing curtain.
Grout curtain of Sylvenstein dam
Int Congress on Large Dams
Lorenz, W. (author)
9th International Congress on Large Dams ; 1967 ; Turkey , Istanbul
1967
18 pages
Conference paper
English
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