A numerical study of anchored sheet piles subjected to different types of sandy soils backfill
A numerical parametric study using the finite element program of PLAXIS was performed on single and double anchored sheet piles systems using different types of sandy soil backfill (loose, medium dense, and dense sand). This numerical study aimed at evaluation of the variation of maximum values of b...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2018-12-01
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| Series: | HBRC Journal |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1687404817300032 |