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Keywords: Laboratory testing
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Journal Articles
Journal Articles
Geosynthetics International (2000) 7 (4-6): 403–431.
Published: 01 January 2000
... of nonwoven geotextile permeabilities under virgin and soil impregnated conditions. Data on the impregnation levels of geotextile specimens exhumed from actual field works are also presented and discussed. Geotextile Drainage Filtration Clogging Laboratory testing Permeability 4 4 2000 8...
Journal Articles
Geosynthetics International (1999) 6 (2): 93–117.
Published: 01 January 1999
... restraining effect of full-width grips. KEYWORDS: Nonwoven, Geotextile, Survivability, Laboratory testing, Wide-Width strip, Strength. AUTHORS: C.B. Elvidge, Graduate Student of Civil Engineering, and G.P. Raymond, Professor Emeritus of Civil Engineering, Queen s University, Kingston, Ontario K7L 3N6, Canada...
Journal Articles
Geosynthetics International (1997) 4 (5): 509–521.
Published: 01 January 1997
..., Friction, Shear stress, Laboratory testing. AUTHORS: I.A. Alobaidi, Research Fellow, D.J. Hoare, Senior Lecturer, and G.S. Ghataora, Lecturer, School of Civil Engineering, The University of Birmingham, Edgbaston, Birmingham B15 2TT, United Kingdom, Telephone: 44/121-414-5059, Telefax: 44/121-414-5059/3675...
Journal Articles
Geosynthetics International (1996) 3 (6): 679–700.
Published: 01 January 1996
... were determined using laboratory tests. The hydraulic properties of the geomembrane field samples were measured using water vapor transmission (WVT) tests, and the mechanical properties were measured using multi-axial tension tests and wide strip tensile tests. A low mass per unit area geotextile...
Journal Articles
Geosynthetics International (1996) 3 (2): 277–296.
Published: 01 January 1996
..., Telefax: 1/612-631-9334 1996 geosynthetics Geosynthetic clay liners Out-of-Plane deformation Subsidence behavior Laboratory testing Three-Dimensional axi-symmetric tension test Technical Paper by R.M. Koerner, G.R. Koerner and M.A. Eberlé OUT-OF-PLANE TENSILE BEHAVIOR OF GEOSYNTHETIC CLAY...

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