Technical Features and Countermeasures of High Strength and High Performance Concrete |
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| Journal | Key Engineering Materials (Volumes 405 - 406) |
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| Volume | Ultra-High-Pumpability and High Performance Concrete Technology |
| Edited by | Hao-Wen YE and Gai-Fei PENG |
| Pages | 7-13 |
| DOI | 10.4028/www.scientific.net/KEM.405-406.7 |
| Citation | Nai Qian Feng et al., 2009, Key Engineering Materials, 405-406, 7 |
| Online since | January, 2009 |
| Authors | Nai Qian Feng, Hao Wen Ye |
| Keywords | Crack, Durability, High Performance Concrete (HPC), High-Strength Concrete |
| Abstract | In this paper, the technical problems are discussed, and a couple of countermeasures are proposed. To solve the problems of HPC, such as autogenous-shrinkage caused cracking, cracking caused by swelling, and high plastic viscosity, the key parameters are water content and cement content in mix proportion. Coarse aggregate should comprise of two grades. Such HPC can inhibit autogenous-shrinkage caused cracking, cracking caused by swelling, and lower plastic viscosity and improve pumping performance. Incorporate polypropylene fiber can prevent explosive spalling under high temperature. |
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