The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests
Abstract
In order to reduce the effects of the low strength and high compressibility of soft soil, geosynthetic-reinforced pile foundations (GRPF) are widely applied for the construction of high-speed railways. Though its reinforcement effect is proved acceptable in practices so far, it is unclear whether it will keep this performance as the train speed continues increasing. Since it is impossible to study the problem in field tests, only mathematical...
Paper Details
Title
The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests
Published Date
Feb 1, 2020
Journal
Volume
15
Issue
8
Pages
2205 - 2225
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