UNCONFINED COMPRESSIVE STRENGTH OF MIXTURE OF PHOSPHOGYPSUM-FLY ASH-LIME-CLAY
In this paper, the unconfined compressive strength test of mixture of phosphogypsum-fly ash-lime-clay for 7days and 28days curing period is based on 16 kinds of mix design method for orthogonal analysis, the optimum mix of phosphogypsum-fly ash-lime-clay is obtained by the unconfined compressive strength test at the same time. Combined with practice, the application of phosphogypsum to the subgrade and pavement is studied for its feasibility and practicality, and the result shows that phosphogypsum is not only a kind of the best roadbed filler but also a type of the road base course with the excellent performance.
phosphogypsum mizture of phosphogypsum method for orthogonal analysis unconfined compressive strength
Zhi-Hong QI Xue-Yuan XU Mi-Lin ZHU Yang HU
College of Architectural & Civil Engineering, Jinling Institute of Technology, China College of Civil Engineering, Yancheng Institute of Technology, China College of Architectural & Civil Engineering, Jinling Institure of Technology, China
国际会议
International Symposium on Geoenvironmental Engineering(国际环境岩土工程研讨会
杭州
英文
745-748
2009-09-08(万方平台首次上网日期,不代表论文的发表时间)