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並前往https://geosyntec.com/consultants/publications/item/3218-soil-deformation-and-excess-pore-pressure-field-around-a-closed-ended-pile

Soil Deformation and Excess Pore ... - Geosyntec Consultants

Significant excess pore pressures developed as a result of pile driving and they are a function of distance to the pile wall. Lateral deformations decrease with ...

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