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This study aimed to systematically explore the meso-structure multi-phase volume deformation mechanism and the deformation characteristics relationships of EPS (expanded polystyrene sheet) silt lightweight soil between macro- and meso-structure of the complex composition silt lightweight soil under cyclic loading. A series of modified consolidation tests and numerical simulation of the typical mix ratio silt lightweight soil samples were carried out. It was found that the EPS content had a significant effect on the deformation characteristics. The deformation and stress-strain curves of EPS particles at the upper, middle, and lower points were different under the same cycle times in the numerical simulation.
This study aimed to systematically explore the meso-structure multi-phase volume deformation mechanism and the deformation characteristics relationships of EPS (expanded polystyrene sheet) silt lightweight soil between macro- and meso-structure of the complex composition silt lightweight soil under cyclic loading. A series of modified consolidation tests and numerical simulation of the typical mix ratio silt lightweight soil samples were carried out. It was found that the EPS content had a significant effect on the deformation characteristics. The deformation and stress-strain curves of EPS particles at the upper, middle, and lower points were different under the same cycle times in the numerical simulation.
Meso-Structure Deformation Mechanism of EPS Silt Mixed Lightweight Soil Material under Cyclic Loading
2020
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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