| contributor author | Liang Huang | |
| contributor author | Lejia Liao | |
| contributor author | Libo Yan | |
| contributor author | Hongwei Yi | |
| date accessioned | 2017-05-08T22:12:15Z | |
| date available | 2017-05-08T22:12:15Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | 39840016.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73457 | |
| description abstract | This study investigated the compressive strength of double H concrete block masonry prisms. A total of 42 (i.e., nine ungrouted, 15 half-grouted, and 18 full-grouted) specimens were tested under uniaxial compression. The effects of mortar strength, grouting, and grout strength on the compressive strength of the prism were discussed. The test results show that the compressive strength of H-block prisms decreased with an increase of grouting, although the ultimate load of the prisms increased greatly. | |
| publisher | American Society of Civil Engineers | |
| title | Compressive Strength of Double H Concrete Block Masonry Prisms | |
| type | Journal Paper | |
| journal volume | 26 | |
| journal issue | 8 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0001084 | |
| tree | Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008 | |
| contenttype | Fulltext | |
