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dc.contributor.authorMuntohar, Agus Setyo
dc.date.accessioned2012-09-10T16:51:27Z
dc.date.available2012-09-10T16:51:27Z
dc.date.issued2012-05
dc.identifier.citationBergado, D.T., Long, P.V., and Murthy, B.R.S. (2002). “A case Study of Geotextiles-Reinforced Embankment on Soft Ground”, Geotextiles and Geomembranes, Vol. 20: 343-365.Budi, G.S., Susanto, H., and Condro, S.R. (2003). “Evaluasi Penurunan Tanah Liat Dengan Metode Sub-Layer”, Journal Dimensi Teknik Sipil, Vol. 5 No. 1: 14-18. Cavey, J.K, Krizek, R.J, Sobhan, K., and Baker, W.H. (1995). “Waste fibers in cement-stabilized recycled aggregate base course material”. Transportation Research Record, Transportation Research Board, Vol. 1486: 97-106. Chai, J.C., and Bergado, D.T. (1993). “Performance of Reinforced Embankment on Muar Clay Deposit.” Journal Soils and Foundations, Vol. 33 No. 4, 1-17. Chai, J.C., Miura, N., and Shen, S.L. (2002). “Performance of Embankments with and without Reinforcement on Soft Subsoil”, Canadian Geotechnical Journal, Vol. 39, 838-848. Consoli, N.C., Montardo, J.P., Prietto, P.D.M., Pasa, G.S. (2002). “Engineering behavior of sand reinforced with plastic waste”, Journal of Geotechnical and Geoenvironmental Engineering. Vol. 128 No. 6: 462-472. Ghiassian, H., Poorebrahim, G., Gray, D.H, (2004). “Soil reinforcement with recycled carpet wastes).” Waste Management and Research. Vol. 22 No. 2: 108 – 114. Jewell, R.A. (1988). “The Mechanics of Reinforced embankkment on Soft Soils).” Geotextiles and Geomembranes, Vol. 7: 237-273. Krishnaswamy, N.R, Rajagopal, K., and Madhavi, L.G. (2000). “Model Studies on Geocell Supported Embankments Constructed Over a Soft Clay Foundation.” Geotechnical Testing Journal, Vol. 23 No. 1: 45-54. Loehr, J.E., Bowders, J.J., Owen, J.W., Lee S., and Liew, W. (2000). Stabilization of Slopes Using Recycled Plastic Pins, the 79th Annual Meeting of the Transportation Research Board, 9-13 January 2000, Washington, D.C.: 1-12. Messas, T., Azzouz, R., Coulet, C., Taki, M. (1998). Improvement of the bearing of the soils by using plastic-rubbishmatters. In: Maric, Lisac, dan Szavits-Nossan (Eds): Geotechnical Hazards, Balkema, Rotterdam: 573-579. Muntohar, A.S. (2004). “Penurunan konsolidasi embankment di atas tanah lempung lunak.” Semesta Teknika, Vol. 7 No. 2: 111-125. Rowe, R.K., MacLean, M.D., and Barsvary, A.K. (1984), “The Observed Behavior of a Geotextiles-Reinforced Constructed on Peat.” Canadian Geotechnical Journal, Vol. 21 No. 2: 289-304.Terzaghi, K., Peck, R., and Mesri, G. (1996). Soil Mechanics in Engineering Practices (Third Edition). John Wiley & Sons Inc., New York, USA. Tjandrawibawa, S., and Patmadjadja, H. (2002). “Pemodelan Pondasi Dangkal dengan Menggunakan Tiga Lapis Geotekstil di Atas Tanah Lunak.” Dimensi Teknik Sipil, Vol. 4 No. 1: 15-18. Utomo, P. (2004). “Daya Dukung Ultimit Pondasi Dangkal di Atas Tanah Pasir yang Diperkuat Geogrid.” Dimensi Teknik Sipil, Vol. 6 No. 1: 15-20.en_US
dc.identifier.issn1411-8904
dc.identifier.urihttp://hdl.handle.net/11617/2009
dc.description.abstractModel sederhana timbunan diuji di laboratorium untuk mempelajari karakteristik penurunannya di atas tana lunak baik tanpa dan dengan perkuatan geotekstil dan karung plastik dan mengevaluasi jumlah lapisan perkuatan. Model laboratorium timbunan dibuat dalam skala fisika 1:10 , sedangkan ketebalan bahan perkuatan dibuat dalam skala 1:1. Timbunan dibuat dari bahan mica-flexi glass guna memperoleh model yang kaku. Hasil penelitian menunjukkan bahwa penurunan timbunan yang diberi perkuatan berkurang dengan bertambahnya jumlah lapisan perkuatan. Perkuatan dengan menggunakan karung plastik lebih efektif untuk mengurangi penurunan. Penambahan perkuatan dibawah timbunan dapat menahan dan memperlambat laju keruntuhan.en_US
dc.subjectpenurunanen_US
dc.subjecttimbunanen_US
dc.subjecttanah lunaken_US
dc.subjectperkuatanen_US
dc.subjectgeotekstilen_US
dc.subjectkarung plastiken_US
dc.titleUJI MODEL PENURUNAN TIMBUNAN DI ATAS TANAH LUNAK DENGAN PERKUATAN GEOTEKSTIL DAN KARUNG PLASTIKen_US
dc.title.alternativeMODEL STUDIES ON THE SETTLEMENT OF REINFORCED-EMBANKMENT WITH GEOTEXTILES AND PLASTIC-SACK WASTES OVER SOFT SOILSen_US
dc.typeArticleen_US


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