Mariappan et al., 2008 - Google Patents
Performances of Landfill Liners Under Optimum Moisture ConditionsMariappan et al., 2008
View PDF- Document ID
- 12899973754412534095
- Author
- Mariappan S
- Kamon M
- Ali F
- Katsumi T
- Akai T
- Publication year
- Publication venue
- Electronic Journal of Geotechnical Engineering
External Links
Snippet
This paper addresses the study conducted on the performance of landfill liner interface parameters. Interface shear strength parameters for various combinations of 12 different lining materials were studied and presented in this paper. This comprehensive testing …
- 239000002689 soil 0 abstract description 59
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/004—Sealing liners
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Koerner et al. | Analysis and design of veneer cover soils | |
| Bonaparte et al. | Assessment and recommendations for improving the performance of waste containment systems | |
| Fox et al. | Geomembrane damage due to static and cyclic shearing over compacted gravelly sand | |
| Zornberg et al. | Reinforced soil structures with poorly draining backfills. Part I: Reinforcement interactions and functions | |
| Koerner et al. | A suggested methodology for assessing the technical equivalency of GCLs to CCLs | |
| Dickinson et al. | Assessment of alternative protection layers for a geomembrane–geosynthetic clay liner (GM–GCL) composite liner | |
| LaGatta et al. | Geosynthetic clay liners subjected to differential settlement | |
| Khan et al. | Experimental investigation of the shear behavior of EPS geofoam | |
| Tsang | Geotechnical seismic isolation | |
| Brachman et al. | Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner | |
| Bacas et al. | Frictional behaviour of three critical geosynthetic interfaces | |
| Dickinson et al. | Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel | |
| Bouazza et al. | Geosynthetic clay liners for waste containment facilities | |
| Rigo et al. | Geomembranes-identification and performance testing | |
| Kwak et al. | Evaluation of disturbance function for geosynthetic–soil interface considering chemical reactions based on cyclic direct shear tests | |
| Ghaaowd et al. | Pullout of geogrids from tire-derived aggregate having large particle size | |
| Maqsoud et al. | Low saturated hydraulic conductivity covers | |
| Soleimanbeigi et al. | Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls | |
| Thielmann et al. | Shear strength of GMX/GCL composite liner under high normal stress | |
| Kim et al. | Effect of geotextile constraint on geotextile/geomembrane interface shear behavior | |
| Mariappan et al. | Performances of Landfill Liners Under Optimum Moisture Conditions | |
| Seo et al. | Evaluation of interface shear strength between geosynthetics under wet condition | |
| Mariappan et al. | Performances of landfill liners under dry and wet conditions | |
| Kavazanjian Jr et al. | Performance based design for seismic design of geosynthetics-lined waste containment systems | |
| Ahn et al. | Seismic analysis of semi-gravity RC cantilever retaining wall with TDA backfill |