| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6726389 | Construction and Building Materials | 2013 | 9 Pages |
Abstract
⺠Porosity and hydration degree of mortar increased with increasing w/c. ⺠Total porosity of mortar decreased with increasing curing period. ⺠Existing models for pore size distribution of mortar were reviewed. ⺠A single lognormal distribution may not be adequate for pore size distribution. ⺠Compound lognormal distribution could be used to model pore size distribution.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Xudong Chen, Shenxin Wu,