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Effect of geosynthetics used in a pile-supported embankment
B. Kim
, C. L. Choi
, D. Kim
Department of Civil and Environmental Engineering
Pyunghwa Engineering Consultants
Incheon National University
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Engineering
Supported Embankment
100%
Shear Force
50%
Arching Effect
25%
Rapid Construction
25%
Pile Shaft
25%
Soil Improvement
25%
Reinforcement Effect
25%