Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids
Abstract
Soil arching and tensioned membrane effects are two main load transfer mechanisms for geosynthetic-reinforced pile-supported (GRPS) embankments over soft soils or voids. Evidences show that the tensioned membrane effect interacts with the soil arching effect. To investigate the soil arching evolution under different geosynthetic reinforcement stiffness and embankment height, a series of discrete element method (DEM) simulations of GRPS...
Paper Details
Title
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids
Published Date
Feb 1, 2022
Journal
Volume
50
Issue
1
Pages
82 - 98
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