Show simple item record

dc.contributor.authorManoppo, Fabian Johanes
dc.date.accessioned2012-06-25T03:23:38Z
dc.date.available2012-06-25T03:23:38Z
dc.date.issued2010-05
dc.identifier.citationAward, A. and Petrasovits, G. (1968). “Considerations on the bearing capacity of vertical and batter piles subjected to forces in different directions.” Proceedings, 3rd Conference on Soil Mechanics, Budapest, pp. 483-497. Brinch-Hansen, J. (1961). “The Ultimate Resistance of Rigid Piles against Transversal Forces.” Geoteknisk Instit., Bull. No. 28, Copenhagen. Koumoto, T. and Kaku, K. (1988). “On the surface roughness of a cone for sand.” Bulletin No. 65, Faculty of Agriculture, Saga University, Saga 840, Japan. Kubo, K. (1965). “Experimental study of the behaviour of laterally loaded piles.” Proceedings, 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Vol. 2, pp. 275-279. Manoppo,F.J. and Koumoto,T. (1998a). “Fitting Method for Determining the Ultimate Bearing Capacity of Flexible Batter Piles in Homogeneous Sand Under Horizontal Loads.” JSIDRE (The Japanese Society of Irrigation Drainage and Reclamation Engineering). Manoppo,F.J. and Koumoto,T. (1998b). “Fitting Method for Determining the Ultimate Bearing Capacity of Flexible Batter Piles in Clay Under Horizontal Loads.” JSIDRE (The Japanese Society of Irrigation Drainage and Reclamation Engineering). McNulty, J. F. (1956). “Thrust Loading on Piles.” Proc. ASCE, 82, No. SM2, pp. 940-1-25. Meyerhof, G. G. and Ranjan, G. (1973). “The Bearing Capacity of Rigid Piles under Inclined Loads in Sand. II: Batter Piles.” Canadian Geotechnical Journal, 10, 71-85. Meyerhof, G. G. (1979b). “Soil-structure interaction and foundations.” General Report, 6th Panamerican Conference on Soil Mechanics, Lima, Vol. 1, pp. 109-140. Meyerhof, G. G., Mathur, S.K. and Valsangkar, A.J. (1981). “Lateral resistance and deflection of rigid walls and piles in layered soils.” Canadian Geotechnical Journal, 18, 159-170. Meyerhof, G. G. and Yalcin, A. S. (1984). “Pile Capacity for eccentric inclined load in clay.” Canadian Geotechnical Journal, 21, 389-396. Meyerhof, G. G. and Yalcin, A. S. (1993). “Behaviour of flexible batter piles under inclined loads in layered soil.” Canadian Geotechnical Journal, 30, 247-256. Murthy, V. N. S. (1964). “Behaviour of batter piles subjected to lateral loads.” PhD Thesis. Indian Institute of Technology, Kharagpur, India. Peck, R. B., Hansen, W. E. and Thornburn, T. H. (1953). Foundation Engineering. John Wiley and Sons, Inc., New York. Poulos, H. G. and Davis, E. H. (1980). Pile foundation analysis and design. John Wiley & Sons, New York. Sastry, V. V. R. N. and Meyerhof, G. G. (1994). “Behaviour of flexible piles in layered sands under eccentric and inclined loads.” Canadian Geotechnical Journal, Vol. 31, No. 4, 513- 520 Sastry, V. V. R. N., Koumoto, T. and Manoppo, F. J. (1995). “Bearing capacity and bending moment of flexible batter piles in homogeneous soil under horizontal loads.” Bulletin No. 79, Faculty of Agriculture, Saga University, Saga 840, Japan. Takahashi, K. (1985). “Bending of a batter pile due to ground settlement.” Japanese Society of Soil Mechanics and Foundation Engineering, Vol. 40, No. 4, 75-91. Tschebotarioff, G. P. (1953). “The resistance to lateral loading of single piles and of pile groups.” ASTM special publication, No. 154, pp. 38-48.en_US
dc.identifier.issn1411- 8904
dc.identifier.urihttp://hdl.handle.net/11617/1677
dc.description.abstractPenelitian ini membahas tentang perilaku daya dukung ultimit tiang miring tunggal feksibel dalam tanah homogen dengan beban horizontal dan aplikasinya dengan eksperimen. Pengujian dilakukan dengan menggunakan model tiang dengan berbagai tingkat fleksibilitas. Tiang ditanam dalam tanah pasir homogen yang lunak, sedang dan padat pada kemiringan β = 00, ±150, ±300 dan diberikan beban yang meningkat secara horizontal. Hasil dari pengujian model tiang tunggal vertikal dan miring yang dibebani secara horizontal pada tanah pasir menunjukkan bahwa sudut kemiringan (β) dan berat volume tanah (γ) memberikan pengaruh yang signifikan pada daya dukung ultimit tiang. Sudut kemiringan β = -150 atau tiang miring negatif mempunyai daya dukung tertinggi dibandingkan tiang vertikal dan tiang miring positif. Pada analisis daya dukung ultimit tiang tunggal fleksibel yang miring dengan sudut β = -150 disarankan 25% atau 1,25 dari daya dukung ultimit teoritis dengan beban horizontal.en_US
dc.publisherlppmumsen_US
dc.subjecttiang miringen_US
dc.subjectdaya dukungen_US
dc.subjectbeban horizontalen_US
dc.subjectpasir homogenen_US
dc.titleBEHAVIOUR OF THE ULTIMATE BEARING CAPACITY OF SINGLE FLEXIBLE BATTER PILE UNDER HORIZONTAL LOADS IN HOMOGENEOUS SANDen_US
dc.title.alternativePERILAKU DAYA DUKUNG ULTIMIT TIANG MIRING TUNGGAL FLEKSIBEL DENGAN BEBAN HORIZONTAL PADA TANAH HOMOGENen_US
dc.typeArticleen_US


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record