Main Article Content
Abstract
Keywords
Article Details
Under the following term:
-
Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
-
ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.
- No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
References
- Agustinus A. et al. (2018). “Daya Dukung Lateral Pada Pondasi Tiang Grup Dengan Konfigurasi 2 X 2”. Jurnal Mahasiswa Teknik Sipil Universitas Tanjungpura, Vol. 5 No. 1.
- Ahmad, I. (2012). “Analisa Lendutan Dan Distribusi Gaya Lateral Akibat Gaya Lateral Monotonik Pada Pondasi Tiang Kelompok”. Jurnal Konstruksia, Vol. 3 No. 2, April 2012.
- Ashour, M. et al. (1998). “Lateral Loading Of A Pile In Layered Soil Using The Strain Wedge Model”. Journal Of Geotechnical And Geoenvironmental Engineering, 124(4): 303-315.
- Ashour, M. dan Norris, G. (2000). “Modelling Lateral Soil-Pile Response Based on Soil-Pile Interaction”. Journal of Geotecnical and Geoenvironmental Engineering, ASCE, Vol. 126, pp. 420-428.
- Ashour, M. (2001). “Assessment of Pile Group Response under Lateral Load”. International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Mar 26th - Mar 31st. paper 6.11.
- Ashour, M., Norris, G. dan Sherif Elfas (2006). “Improved p-y Curve Response Based on Strain Wedge Model Analysis”.
- Ashour, M. dan Ardalan, H. (2011). “Employment of the P-Multiplier in Pile-Group Analysis”. Journal Of Bridge Engineering ASCE September/October 2011, 16(5): 612-623.
- Broms, B. B. (1964). “The Lateral Resistance of Piles in Cohesionless Soils”. Journal of the Soil Mechanic Division, ASCE. Vol. 90, No. SM2, pp. 27-63.
- Fayyazi, M.S. et al. (2014). Group reduction factors for analysis of laterally loaded pile groups”. Can. Geotech. J., 51: 758–769.
- Hansen, J.B. (1961). “The Ultimate Resistance of Rigid Piles Against Transversal Forces”. Danish Geotechnical Institute, Copenhagen, Denmark. Geoteknish Institute Bulletin, No.12, pp. 5-9.
- McNulty, J.F. dan Matlock, H. (1956). “Thrust Loading on Pile Proc. Journal Soil Mech and Foundation”. DIV. LXXII. ASCE.
- Naval Facilities Engineering Command DM-7.01 (NAVFAC DM-71) SOIL MECHANICS. (1986). “Soils and Foundations Design Manuals”. Cange.
- Reese, L.C. dan Matlock, H. (1956). “Non-Dimensional Solution for Laterally Loaded Piles with Soil Modulus Assumed Proporsional to Depth”. Austin, Texas. Proc. Of The 8 th Texas Conf. On Soil Mechanics and Foundation Engineering, pp.1-41.
- Reese, L.C., and Impe, W.F.V. (2010). “Single piles and pile groups under lateral loading 2nd ed”. CRC Press.
References
Agustinus A. et al. (2018). “Daya Dukung Lateral Pada Pondasi Tiang Grup Dengan Konfigurasi 2 X 2”. Jurnal Mahasiswa Teknik Sipil Universitas Tanjungpura, Vol. 5 No. 1.
Ahmad, I. (2012). “Analisa Lendutan Dan Distribusi Gaya Lateral Akibat Gaya Lateral Monotonik Pada Pondasi Tiang Kelompok”. Jurnal Konstruksia, Vol. 3 No. 2, April 2012.
Ashour, M. et al. (1998). “Lateral Loading Of A Pile In Layered Soil Using The Strain Wedge Model”. Journal Of Geotechnical And Geoenvironmental Engineering, 124(4): 303-315.
Ashour, M. dan Norris, G. (2000). “Modelling Lateral Soil-Pile Response Based on Soil-Pile Interaction”. Journal of Geotecnical and Geoenvironmental Engineering, ASCE, Vol. 126, pp. 420-428.
Ashour, M. (2001). “Assessment of Pile Group Response under Lateral Load”. International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Mar 26th - Mar 31st. paper 6.11.
Ashour, M., Norris, G. dan Sherif Elfas (2006). “Improved p-y Curve Response Based on Strain Wedge Model Analysis”.
Ashour, M. dan Ardalan, H. (2011). “Employment of the P-Multiplier in Pile-Group Analysis”. Journal Of Bridge Engineering ASCE September/October 2011, 16(5): 612-623.
Broms, B. B. (1964). “The Lateral Resistance of Piles in Cohesionless Soils”. Journal of the Soil Mechanic Division, ASCE. Vol. 90, No. SM2, pp. 27-63.
Fayyazi, M.S. et al. (2014). Group reduction factors for analysis of laterally loaded pile groups”. Can. Geotech. J., 51: 758–769.
Hansen, J.B. (1961). “The Ultimate Resistance of Rigid Piles Against Transversal Forces”. Danish Geotechnical Institute, Copenhagen, Denmark. Geoteknish Institute Bulletin, No.12, pp. 5-9.
McNulty, J.F. dan Matlock, H. (1956). “Thrust Loading on Pile Proc. Journal Soil Mech and Foundation”. DIV. LXXII. ASCE.
Naval Facilities Engineering Command DM-7.01 (NAVFAC DM-71) SOIL MECHANICS. (1986). “Soils and Foundations Design Manuals”. Cange.
Reese, L.C. dan Matlock, H. (1956). “Non-Dimensional Solution for Laterally Loaded Piles with Soil Modulus Assumed Proporsional to Depth”. Austin, Texas. Proc. Of The 8 th Texas Conf. On Soil Mechanics and Foundation Engineering, pp.1-41.
Reese, L.C., and Impe, W.F.V. (2010). “Single piles and pile groups under lateral loading 2nd ed”. CRC Press.