Performance assessment of single and group of helical piles embedded in expansive soil
Abstract The present work deals with helical piles that extensively used in foundations for structures subjected to both compressive and tensile forces. The behavior of square helical piles models (5 × 5) mm, embedded in expansive soil overlaying a layer of well compacted sandy soil, (single and gro...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2017-12-01
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| Series: | International Journal of Geo-Engineering |
| Subjects: | |
| Online Access: | http://link.springer.com/article/10.1186/s40703-017-0063-x |