Research Article
Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment
Table 2
The degree of influence (%).
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| Note: is maximum settlement at embankment crest; is lateral displacement at embankment toe; is maximum tension; is tensile stiffness of geosynthetic; is pile length; is elastic modulus of pile; is pile spacing. | ||||||||||||||||||||||||||||||||||||||||||