Study on the Variations in the Mesostructure and Mechanical Properties of Soil Around Laterally Loaded GFRP–trapezoidal Core Sandwich Piles Based on the Continuum–discrete Coupling Method
COMPUTERS AND GEOTECHNICS(2024)
关键词
GFRP-Trapezoidal Core Sandwich Piles,Pile-Soil Interaction,Continuum-Discrete Coupling Method,Force Chain,Porosity and Coordination Number
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