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อ้างอิง
1. ASTM
2. Briaud,J.L.,Tucker,L.,Lytton,R.L.,andCoyle,H.M.(1985).BehaviorofPilesandPile
Groups, Report No. FHWA/RD-83/038, Federal Highway Administration, Washington, DC.
3. Broms,B.B.(1965).“DesignofLaterallyLoadedPiles,”JournaloftheSoilMechanicsand
Foundations Division, American Society of Civil Engineers, Vol. 91, No. SM3, pp. 79–99
4. Coyle,H.M.,andCastello,R.R.(1981).“NewDesignCorrelationsforPilesinSand,”
Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol.
107, No. GT7, pp. 965–986.
5. Das,M.B.(2011).PrinciplesofFoundationEngineering,11thed.,EngageLearning,
Stamford, USA
6. Davisson,M.T.,AndGill,H.L.(1963).“LaterallyLoadedPilesinaLayeredSoilSystem,”
Journal of the Soil Mechanics and Foundations Division, American Society of Civil
Engineers, Vol. 89, No. SM3, pp. 63–94.
7. Kambala Siva Nagi Reddy. (2010) , “Pile as Settlement Reducres in Raft”, PhD
dissertation, Nanyang Technological University.
8. Matlock,H.,andReese,L.C.(1960).“GeneralizedSolutionforLaterallyLoadedPiles,”
Journal of the Soil Mechanics and Foundations Division, American Society of Civil
Engineers, Vol. 86, No. SM5, Part I, pp. 63 –91.
9. Meyerhof,G.G.(1976).“BearingCapacityandSettlementofPileFoundations,”Journal
of the Geotechnical Engineering Division, American Society of Civil Engineers, Vol. 102, No.
GT3, pp. 197–228.
10. Nottingham, L. C., And Schmertmann, J. H. (1975). An Investigation of Pile Capacity Design
Procedures, Research Report No. D629, Department of Civil Engineering, University of
Florida, Gainesville, FL.
11. Schmertmann, J. H. (1978). Guidelines for Cone Penetration Test: Performance and
Design, Report FHWA-TS-78-209, Federal Highway Administration, Washington, DC.
12. Sladen, J. A. (1992). “The Adhesion Factor: Applications and Limitations,” Canadian
Geotechnical Journal, Vol. 29, No. 2, pp. 323–326.
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