Influence of Curing Temperature and Curing Conditions on the strength and Durability of Performance Concrete
碩士 === 國立海洋大學 === 材料工程研究所 === 84 === High-performance concrete (HPC) is being increasingly used forthe civil engineering structures all over the world. High- performance concrete are two major features to make them attractive for many proj...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1996
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/66677268538240086499 |
| Summary: | 碩士 === 國立海洋大學 === 材料工程研究所 === 84 === High-performance concrete (HPC) is being increasingly used
forthe civil engineering structures all over the world. High-
performance concrete are two major features to make them
attractive for many projects.Similar to conventional concrete,
the curing temperature and curing conditionswill control the
engineering properties of high-performance concrete. An
experimental program is proposed investigate the influence of
curing condition on the strength and durability of concrete.
Strength development curves were obtained according to different
curing temperatures and various curing conditions. In addition,
water absorption and chloride ion effective diffusion
coefficients in high-performance cncrete were evaluated using.
The information obtained from this investigation may be helpful
to establish the relationship between curing conditions and the
performance of concrete.
|
|---|