| contributor author | Bo-Wei Yu | |
| contributor author | Yan-Jun Du | |
| contributor author | Fei Jin | |
| contributor author | Chen-Yang Liu | |
| date accessioned | 2017-05-08T22:32:47Z | |
| date available | 2017-05-08T22:32:47Z | |
| date copyright | June 2016 | |
| date issued | 2016 | |
| identifier other | 49095886.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/82370 | |
| description abstract | Portland cement (PC) has been used extensively in ground improvement. However, environmental effects caused by PC production and durability of PC-stabilized soils when exposed to sulfate attack are of global concern. Previous studies show that reactive magnesia-activated ground granulated blast-furnace slag (GGBS) is a viable sustainable alternative binder to PC. However, limited research has been conducted on the durability of GGBS-magnesia (MgO) stabilized soft soils subjected to sulfate attack. This study presents a multiscale investigation on the performance of the reactive MgO-activated GGBS stabilized kaolin clay when soaked in a concentrated sulfate sodium solution. PC is adopted as a control binder for the purpose of comparison. The macroscale variations in mass change (MC), water content ( | |
| publisher | American Society of Civil Engineers | |
| title | Multiscale Study of Sodium Sulfate Soaking Durability of Low Plastic Clay Stabilized by Reactive Magnesia-Activated Ground Granulated Blast-Furnace Slag | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 6 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0001517 | |
| tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006 | |
| contenttype | Fulltext | |
