Binbing Mao
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View article: Numerical Analysis of Passive Piles under Surcharge Load in Extensively Deep Soft Soil
Numerical Analysis of Passive Piles under Surcharge Load in Extensively Deep Soft Soil Open
The three-dimensional finite difference method was used in this study to analyze the deformation and stresses of a passive pile under surcharge load in extensively deep soft soil. A three-dimensional numerical model was proposed and verifi…