4LAVA H,LAV M A,GOKTEPE A B.Analysis and design of a stabilized fly ash as pavement base material[J].Fuel,2006,85(16):2359-2370.
5SHEN Wei-guo,ZHOU Ming-kai,MA Wei,et al.Investigation on the application of steel slag-fly ash-phosphogypsum solidified material as road base material[J].Journal of Hazardous Materials,2009,164(1):99-104.
6FRANCOIS D,JULLIEN A.A framework of analysis for field experiments with alternative materials in road construction[J].Waste Management,2009,29(1):374-382.
7COKCA E.Use of class C fly ash for the stabilization of an expansive soil[J].Journal of Geotechnical and Geo-environmental Engineering,ASCE,2001,127(7):568-573.
8SEZER A,iNAN G,YILMAZ H R,et al.Utilization of a very high lime fly ash for improvement of Izmir clay[J].Building and Environment,2006,41(2):150-155.
9GOSWAMI R K,MAHANTA C.Leaching characteristics of residual lateritic soils stabilised with fly ash and lime for geotechnlcal applications[J].Waste Management,2007,27(4):468-481.
10WU X,HOU H,ZHU X,et al.Study on steel slag and fly ash composite Portland cement[J].Cem Concr Res,1999,29 (7):1103-1106.
