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