PERSYARATAN TEKNIS FONDASI DALAM UNTUK GEDUNG TINGGI
Abstract
Perencanaan fondasi dalam untuk gedung tinggi harus memenuhi syarat-syarat teknis tertentu, terutama Standar Nasional Indonesia yang terkait dengan gedung. Persyaratan teknis pada hakikatnya adalah untuk menjamin fondasi yang diaktualkan pada suatu gedung tinggi benar-benar aman, baik akibat beban gravitasi maupun beban gempa selama periode layan gedung tersebut.Fondasi tiang sebagai jenis fondasi dalam yang paling populer, agar menjadi fondasi yang aman untuk gedung, maka harus dibuktikan bahwa jumlah tiang yang ditetapkan, memadai untuk melawan beban gravitasi gedung maupun bila terjadi gempa.
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American Petroleum Institute, 2000, Recommended Practice for Planning, Designing and Construction Fixed Offshore Platforms - Working Stress Design, API, USA.
Canadian Geotechnical Society, 2006, Foundation Engineering Manual,4th Edition, Canada.
Duncan, J.M., and Buchignani, A.L.,1976, An Engineering Manual for Settlement Studies, Department of Civil Engineering, University of California-Berkeley, California, USA.
Guo, W.D., 2013, Theory and Practice of Pile Foundations,First Edition,CRC Press., Boca Raton, Florida, USA.
Peck, Ralph B., Hanson, W.E., and Thornburn, T.H., 1974, Foundation Engineering,Second Edition,John Wiley & Sons, Inc., New York.
Poulos, H.G. and Davis, E.H., 1980, PileFoundation Analysis and Design,John Wiley & Sons, Inc., New York, USA.
Reese, L.C. and Wright, S.J., 1977, Drilled Shaft Manual-Vol. 1: Construction Procedures and Design for Axial Loading, FHWA Publication No. FHWA-IP-77-21, First Edition,U.S Department of Transportation, Washington D.C., USA.
Reese, L.C. and O'Neill, M.W., 1999, DrilledShafts: Construction Procedures and Design Methods, FHWA Publication No. FHWA-IF-99-025, Second Edition,U.S Department of Transportation, Washington D.C., USA.
Reese, L.C. and Van Impe, W., 2011, Single Piles and Pile Groups under Lateral Loading, CRC Press, Second Edition, Florida, USA.
Terzaghi, K., and Peck, Ralph B., 1967, Soil Mechanics in Engineering Practice, Second Edition,John Wiley & Sons, Inc., New York, USA.
Terzaghi, K., Peck, Ralph B., and Mesri, G., 1996, Soil Mechanics in Engineering Practice, Third Edition,John Wiley & Sons, Inc., New York, USA.
Tomlinson, M.J., 2001, Foundation Design and Constructions, Pearson Education Limited, Seventh Edition, England.
Tomlinson, M. and Woodward, J., 2015, PileDesign and Construction Practice, CRC Press, Sixth Edition, Florida, USA.
Vesic, A.S., 1977, Design of Pile Foundations, National Cooperative Highway Research Program Synthesis of Practice No. 42, Transportation Research Board Washington, D.C., USA.
Wesley, W.D., 2010, Fundamentals of Soil Mechanics for Sedimentary and Residual Soils,First Edition,John Wiley & Sons, Inc., New York, USA.
Terzaghi, K., 1955, Evaluation of Coefficients of subgrade reaction, Geotechnique, Vol. 5, No. 4, 41-50.
Meyerhof, G.G., 1976, Bearing Capacity and Settlement of Pile Foundations, JGED, ASCE, Vol. 102, No. GT 3, 196-228.
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