Numerical analysis on Buried pipes protected by combination of geocell reinforcement and rubber-soil mixture
A numerical simulation of laboratory model tests was carried out to develop an understanding of the behaviour of pipes in a trench prepared with 3-Dimensional reinforced (namely "geocell-reinforced" in the present study) sand and rubber-soil mixtures, under repeated loadings. The study rep...
| Main Authors: | , , |
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| Format: | Article |
| Published: |
Iranian Society of Civil Engineers
2015
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/34427/ |