Localized shear strength mobilization at geosynthetic interfaces caused by spreading soil downslope
Localized interface shear strength failures have occurred below the tracks of a bulldozer during placement and spreading of cover soils on slopes lined with geosynthetics. The mechanisms of these types of failures are rarely considered and evaluated in design reports and calculations. A paper on thi...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2024-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2024/99/e3sconf_geoamericas2024_15003.pdf |
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