Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment

With a large number of applications of conventional technique for geosynthetic-reinforced and pile-supported (GRPS) embankment (called CT embankment), many deficiencies have been exposed. In view of the deficiencies, an improved technique, fixed-geosynthetic-reinforced and pile-supported embankment...

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Bibliographic Details
Main Authors: Jun Zhang, Shao-wen Liu, He-fu Pu
Format: Article
Language:English
Published: Wiley 2015-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2015/612760
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