Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling
| Main Authors: | , , |
|---|---|
| Format: | Conference Paper |
| Published: |
2017
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| Online Access: | http://hdl.handle.net/20.500.11937/58897 |
| _version_ | 1848760370782535680 |
|---|---|
| author | Shams, M. Shahin, Mohamed Ismail, M. |
| author_facet | Shams, M. Shahin, Mohamed Ismail, M. |
| author_sort | Shams, M. |
| building | Curtin Institutional Repository |
| collection | Online Access |
| first_indexed | 2025-11-14T10:14:42Z |
| format | Conference Paper |
| id | curtin-20.500.11937-58897 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T10:14:42Z |
| publishDate | 2017 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-588972018-12-14T00:57:37Z Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling Shams, M. Shahin, Mohamed Ismail, M. 2017 Conference Paper http://hdl.handle.net/20.500.11937/58897 restricted |
| spellingShingle | Shams, M. Shahin, Mohamed Ismail, M. Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling |
| title | Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling |
| title_full | Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling |
| title_fullStr | Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling |
| title_full_unstemmed | Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling |
| title_short | Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling |
| title_sort | comparison between granular pile anchor and stiffened slab foundations for expansive soils using numerical modelling |
| url | http://hdl.handle.net/20.500.11937/58897 |