Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity
| Main Authors: | , |
|---|---|
| Format: | Conference Paper |
| Published: |
2013
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| Online Access: | http://hdl.handle.net/20.500.11937/55966 |
| _version_ | 1848759752061878272 |
|---|---|
| author | Lloyd, Natalie Barraclough, A. |
| author_facet | Lloyd, Natalie Barraclough, A. |
| author_sort | Lloyd, Natalie |
| building | Curtin Institutional Repository |
| collection | Online Access |
| first_indexed | 2025-11-14T10:04:52Z |
| format | Conference Paper |
| id | curtin-20.500.11937-55966 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T10:04:52Z |
| publishDate | 2013 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-559662018-12-14T01:00:49Z Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity Lloyd, Natalie Barraclough, A. 2013 Conference Paper http://hdl.handle.net/20.500.11937/55966 restricted |
| spellingShingle | Lloyd, Natalie Barraclough, A. Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity |
| title | Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity |
| title_full | Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity |
| title_fullStr | Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity |
| title_full_unstemmed | Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity |
| title_short | Early age tensile and compressive strength of concrete -Impact on predictions for anchor pull-out capacity |
| title_sort | early age tensile and compressive strength of concrete -impact on predictions for anchor pull-out capacity |
| url | http://hdl.handle.net/20.500.11937/55966 |