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Simplified Method for Nonlinear Soil-Pile Interactions in Two Dimensional Effective Stress Analysis
Simplified Method for Nonlinear Soil-Pile Interactions in Two Dimensional Effective Stress Analysis
2018
Yukio Tamari
Osamu Ozutsumi
K. Ichii
Susumu Iai
Keywords:
Nonlinear system
Geotechnical engineering
Pile
Materials science
Effective stress
Correction
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