Update search
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
Filter
- All
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
NARROW
Format
Journal
Type
Issue Section
Date
Availability
1-2 of 2
Keywords: Residual shear strength
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2024) 31 (6): 1011–1021.
Published: 05 December 2024
... kPa; (c) 192 kPa; (d) 285 kPa Geosynthetics Textured geomembrane Drainage composite Direct shear test Residual shear strength Ring shear Large displacement shear strength Waste containment facilities are designed to maximize disposal capacity – that is, revenue – by increasing...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2004) 11 (3): 200–211.
Published: 01 June 2004
... shear test Geosynthetic clay liner Landfill liner Remoulded specimens Residual shear strength Slope stability Smooth geomembrane Thin specimens The motivation for this paper was the design of a landfill liner using an unreinforced geosynthetic clay liner (GCL). A cross-section showing...
