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Analysis of model continuously reinforced concrete pavement using FLAC
| Content Provider | Scilit |
|---|---|
| Author | Zaman, M. M. Soltani, A. A. |
| Copyright Year | 2020 |
| Description | Cracking and failure behavior of continuously reinforced concrete pavement (CRCP) under tensile loading is investigated in the laboratory using small scale models. A numerical simulation of the laboratory tests is pursued using FLAC. Graphical results are presented showing the effect of rebar inclination on the cracking characteristics of model CRCP. Book Name: FLAC and Numerical Modeling in Geomechanics |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2004-0-24079-2&isbn=9781003078531&doi=10.1201/9781003078531-29&format=pdf |
| Ending Page | 202 |
| Page Count | 6 |
| Starting Page | 197 |
| DOI | 10.1201/9781003078531-29 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2020-10-27 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Flac and Numerical Modeling in Geomechanics Metallurgy and Metallurgical Engineering Behavior Reinforced Concrete Numerical Simulation Cracking Pavement Continuously Reinforced |
| Content Type | Text |
| Resource Type | Chapter |