Stability of Nonuniform Large Geotextile-Reinforced Cofferdam under Seepage and Excavation Effects
This paper investigates the failure mechanism of nonuniform large geotextile-reinforced cofferdam under seepage and excavation effects on soft sediments. A numerical model is established and validated with available testing results. Then, parametric studies are carried out to investigate the potenti...
| Main Authors: | , , , , , |
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| Format: | Journal Article |
| Published: |
ASCE
2022
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| Online Access: | http://hdl.handle.net/20.500.11937/89762 |