2017Technical SummaryPDFTech ReportK-TRAN: KU-17-1Calcium oxideField testsFly ashKiln dustLaboratory testsSoil stabilizationSubgrade (Pavements)United StatesKansas. Dept. of TransportationKakrasul, Jamal I.Parsons, Robert L.Han, JieUniversity of KansasKansas. Dept. of Transportation. Bureau of ResearchUS Transportation CollectionChemical and cementitious materials are often used to modify and stabilize the subgrade soils that serve as foundations for pavements. Improvement of the subgrade provides a better working platform for construction of the layers above and improves the strength of the pavement structure. Lime, cement, and fly ash have all been successfully used for soil modification/stabilization; however, increasing material costs a...
Abstract-This study demonstrates the use of Class F fly ash in combination with lime or lime kiln du...
008125262001Final ReportPDFTech ReportK-TRAN: KU-00-6C-1149Calcium oxideConstruction managementSoil ...
Construction of pavements layers on subgrade with excellent to good properties reduces the thickness...
016542732017Final Report May 2016-August 2017This report's appendices are in a separate file, which ...
00987636574472092004Final Report, October 2002 to July 2004PDFTech ReportKS-04-3C1378Atterberg limit...
016267422017Tech SummaryPDFTech ReportSIO No. DOTLT1000049LTRC Project No. 15-2GTLime cementBest pra...
Often subgrade soils exhibit properties, particularly strength and/or volume change properties that ...
1983Fohs, DonaldPDFTech ReportFHWA-RD-82-167DTFH61-81-C-00037Base course (Pavements)Subbase (Pavemen...
PDFTech ReportFHWA/LA.97/303Lime fly ashSoil cementSoil stabilizationBase course (Pavements)Evaluati...
921447PDFTech ReportIL-PRR-138Subgrade materialsLaboratory testsField testsSubgrade (Pavements)Fly a...
10273422006PDFTech ReportK-TRAN: KU-02-2C1292CompactionDustSlurrySoil lime mixturesSubgrade (Pavemen...
PDFTech ReportFHWA/LA.16/575Calcium oxidePavement designQuestionnairesSoil stabilizationSubgrade (Pa...
Final report; Oct. 2006-Sept. 2008.PDFTech ReportFHWA-OK-AA-5-21008ODOT Reference 345901 8052ODOT Jo...
PDFTech ReportNUTC R270 / R271Project #00033461, 00032726DTRT06-G-0014Fly ashKiln dustSoil stabiliza...
Often subgrade soils exhibit properties, particularly strength and/or volume change properties that ...
Abstract-This study demonstrates the use of Class F fly ash in combination with lime or lime kiln du...
008125262001Final ReportPDFTech ReportK-TRAN: KU-00-6C-1149Calcium oxideConstruction managementSoil ...
Construction of pavements layers on subgrade with excellent to good properties reduces the thickness...
016542732017Final Report May 2016-August 2017This report's appendices are in a separate file, which ...
00987636574472092004Final Report, October 2002 to July 2004PDFTech ReportKS-04-3C1378Atterberg limit...
016267422017Tech SummaryPDFTech ReportSIO No. DOTLT1000049LTRC Project No. 15-2GTLime cementBest pra...
Often subgrade soils exhibit properties, particularly strength and/or volume change properties that ...
1983Fohs, DonaldPDFTech ReportFHWA-RD-82-167DTFH61-81-C-00037Base course (Pavements)Subbase (Pavemen...
PDFTech ReportFHWA/LA.97/303Lime fly ashSoil cementSoil stabilizationBase course (Pavements)Evaluati...
921447PDFTech ReportIL-PRR-138Subgrade materialsLaboratory testsField testsSubgrade (Pavements)Fly a...
10273422006PDFTech ReportK-TRAN: KU-02-2C1292CompactionDustSlurrySoil lime mixturesSubgrade (Pavemen...
PDFTech ReportFHWA/LA.16/575Calcium oxidePavement designQuestionnairesSoil stabilizationSubgrade (Pa...
Final report; Oct. 2006-Sept. 2008.PDFTech ReportFHWA-OK-AA-5-21008ODOT Reference 345901 8052ODOT Jo...
PDFTech ReportNUTC R270 / R271Project #00033461, 00032726DTRT06-G-0014Fly ashKiln dustSoil stabiliza...
Often subgrade soils exhibit properties, particularly strength and/or volume change properties that ...
Abstract-This study demonstrates the use of Class F fly ash in combination with lime or lime kiln du...
008125262001Final ReportPDFTech ReportK-TRAN: KU-00-6C-1149Calcium oxideConstruction managementSoil ...
Construction of pavements layers on subgrade with excellent to good properties reduces the thickness...