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pro vyhledávání: '"J. G. Locker"'
Publikováno v:
Canadian Geotechnical Journal. 27:520-526
The shear deformation behaviour along soil–geotextile interfaces has been investigated and is compared with that of the respective soils. Six soils (two sands, two clays, and two peats) in combination with eight different geotextiles (woven and non
Determination of friction values for the design of side slopes lined or protected with geosynthetics
Autor:
K. D. Eigenbrod, J. G. Locker
Publikováno v:
Canadian Geotechnical Journal. 24:509-519
For an economic design of side slopes lined with geomembranes or protected with geotextiles, the frictional resistance at the soil–geosynthetic interface has to be known. Direct shear testing appears to be an appropriate method by which to determin