| contributor author | Behrooz Saghafi | |
| contributor author | Hassan Al Nageim | |
| contributor author | William Atherton | |
| date accessioned | 2017-05-08T21:55:56Z | |
| date available | 2017-05-08T21:55:56Z | |
| date copyright | April 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000551.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66897 | |
| description abstract | The results of research are reported in this work that evaluated the benefits of the stabilization of Type 1 subbase material to which had been added a high volume of limestone quarry waste dust. There is extensive interest in introducing large volumes of quarry waste dusts to the Type 1 subbase that is used in the construction of the vast majority of foundations for roads and other pavements in the United Kingdom. Previous experience has indicated that replacement of 10–30% of Type 1 subbase with limestone quarry waste dust made the mixture inadequate for pavement foundation purposes. When pulverized fuel ash (PFA) and lime were added to these materials, the new mixture improved to a level that made the materials suitable for use as subbase in pavements. However, lime was still a costly industrial product and a major | |
| publisher | American Society of Civil Engineers | |
| title | Mechanical Behavior of a New Base Material Containing High Volumes of Limestone Waste Dust, PFA, and APC Residues | |
| type | Journal Paper | |
| journal volume | 25 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000517 | |
| tree | Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 004 | |
| contenttype | Fulltext | |
