Refine your search
Collections
Co-Authors
Year
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z All
Shukla, S. J.
- Dynamic Behaviour of Structure and Foundation with Piled Raft by Time Histories Finite Element Model
Abstract Views :984 |
PDF Views:0
Authors
Affiliations
1 Applied Mechanics Department, Sardar Vallabh Bhai National Institute of Technology, Surat, Gujarat., IN
1 Applied Mechanics Department, Sardar Vallabh Bhai National Institute of Technology, Surat, Gujarat., IN
Source
International Journal of Engineering studies, Vol 5, No 1 (2013), Pagination: 91-105Abstract
A raft foundation transfers load directly on subsoil. The concept of piled raft foundation combines the pile, raft and subsoil as load bearing elements and composite structure. In this foundation the piles usually are not required to ensure the overall stability of the foundation but to reduce the magnitude of settlements, differential settlements and the resulting tilting of the building and guarantee the satisfactory performance of the foundation system. The bearing behaviour of a piled raft foundation is characterized by complex soil-structure interactions (Katzenbach et al. 1998). The modelling of these interactions requires a reliable and powerful analysis tool, such as the Finite Element Method in combination with a realistic constitutive law. Different researches have been realized investigations about the numerical modelling of piled rafts with FE analysis and different constitutive models. The present research combines the 3D modelling with a modern and realistic constitutive model. An increasing number of structures, especially tall buildings are founded on piled rafts (O'Neil et al. 1996; Katzenbach et al. 2000, Poulos 2001). For this reason, it is important to develop a methodology to study the bearing behaviour of piled rafts. In this paper author had tried to study the effect of subsoil on the dynamic behaviour of 25 storeys building with pied raft foundation during low to medium intensity earthquake. The results are generated for different height of the structure in the terms of displacement and acceleration response.Keywords
Settlement, Soil Structure Interaction, Sub Grade Reaction
References
- Abbas Jasim M,Zamri Hjchik, "Effect of Pile Cap System on The Distribution of Bending Moment of Cap", Aprn Journal of Engineering And Applied Sciences, Vol. 3, No. 4 August 20
- Ankai Shochi,Hiroyuki, Kato Riei Ishida,Makato Nagata "The Load Bearing Mechanism of Piled Raft Foundation During Earthquake" , Proceedings Third Ujnr Workshop On Soil Structure Interaction, March 29 – 30, 2004, MelonoPark, California,Usa
- Bakholdin B.V. , "Piled Raft Foundations Design And Characteristics Of Construction Procedures", Soil Mechanics And Foundation Engineering, Vol 40, No 5,2003
- Balasurbamaniam S., Oh E.Y. N "Parametric Study on Piled Raft Foundation in Sand Using Numerical Modelling "eleventh east Asia pacific conference on structural engineering and construction,nov19-21,Taipei,taiwan
- Bhattacharya S., Madabhushi S.P.G. "A Critical Review of Methods For Pile Desing In Seismically Liquefiable Soils" , Bull Earthquake Engineering, 2008,Vol 6 Pg:407-446
- Bin Yan,Lihua Liu And Xiaotong Peng, Mingdong Wang , "Dynamic Behaviour of Rigidly Capped Pile Groups of Vertical And Rocking Oscillations" , Beijing And Springer, Geotechnical Engineering For Disaster Mitigation And Rehabilitation.
- Bowels J.E. "Foundation Analysis and Design" Mcgraw Hill International Edititons
- Celibi M., Crose C.B., "Recommendations For Soils Structure Interaction Instrumentation" Prepared For Cosmos, Emeryville, Ca Nov. 14-15,2001
- Chow H.S., Small J.C. "Analysis of Piled Raft Foundations with Different Lengths and Diameters" A Thesis Submitted For the Degree of Doctor of Philosophy in University of Sydney, August 2007
- Chun-Yi Cu Mao-Tian Luan I, Ying-Hua Zhao "Time-Dependent Behavior of Piled-Raft on Soil Foundation With Reference To Creep and Consolidation",Ejge Paper. 14, Bund. A
- Comodromos Emilios M.,Mello C. Papdpoulou "Pile Foundation Analysis And Design Using Experimental Data And 3-D Numerical Analysis" , Computers And Geotechnics, Vol.36,(2009), 819-836
- Eknichi Horikoshi, Tatsunori Matsumotot,Yoshinori Hashizune,Toru Watanabe And Hideki Fukuyama , "Performance Of Piled Raft Foundation Subjected To Static Horizontal Loads" , International Journal Of PhysicalModelling In Geotechnics, Volume 2 (2003) : 37-50
- Engin H.K.,E.G.Septanika And R.B.J. "Estimation Of Pile Group Behavior Using Embedded Piles" , Iacmag, 1-6 Oct. (2008),Goa,India
- Fan Zhen Hui,Wang Yong He, Xiao Hong Bin, Zhang, "Analytical Method Of Load Transfer Of Single Pile Under Expansive Soil Swelling, Springer Link Journal, 2007
- Fayun Liang,Longzhu Chen, Jie Han, "Integral Equation Method For Analysis Of Piledraft With Dissimilar Piles Under Vertical Loading", Computers And Geotechnics, Volume 36(2009) Pg.419-426
- George Gazettes "Analysis Of Machine Foundation Vibration : State Of Art" Soil Dynamics And Earthquake Engineering, 1983,Vol:2,No 1
- J. Noorzaei, Ali Naghshineh, M.R. Abdul Kadir , "Nonlinear Interactive Analysis Of Cooling Tower–Foundation–Soil Interaction Under Unsymmetrical Wind Load, Thin-Walled Structures, 44 (2006) 997–1005
- Juan Pestana, Ed Idriss, Ricardo Dobry, Jacobo Bielak, "Discussion Group On Soil Structure Interaction: Experimental Studies And Numerical Simulation" , International Workshop On Earthquake Simulation In GeotechnicalEngineering, 8-10 November, 2001,The George S. Dively Center,Case Western Reserve University, Cleveland, Ohio
- Kame .C.S., Sawant V.A. "A Parametric Study on Raft Foundation" The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) 1-6 October, 2008 Goa, India
- Krauthammer T. "Soil-structure interface effects on dynamic interaction Analysis of reinforced concrete lifelines" Soil Dynamics and Earthquake Engineering, 1989, Vol. 8, No. 1
- Kung Nam Kim,Suhyung Lee, Ki Seok Kim "Optimal Pile Arrangement For Minimizing Differential Settlements In Piled Raft Foundations", Computers And Geotechnics, Vol.28,(2001),235-253
- Mackerle Jaroslav , "Fem And Bem In Geomechanics: Foundations And Soil- Structure Interaction - A Bibliography (1992-1994) , Finite Elements In Analysis And Design, 22 (1996) 249-263
- Madhav M.R., Murli Krishna A., "Liquefaction Mitigation Of Sand Deposits By Granular Piles- An Over View.", Geotechnical Engineering For Disaster Mitigation And Rehabilitation, Science Press Beijing And Springer,66-78
- Maharaj D.K. "non linear finite element analysis of piled raft foundations" geotechnical engineering ,issue 157,GE3,PP: 107-113
- Maharaj D.K. "Analysis Of Piled Raft Foundation" , Seminar On Design Of Pile Group And Pile Cap ,Igs Madras Chapter , July 1994
- Maharaj Dilip Kumar, "Dimensional Nonlinear Finite Element Analysis To Study The Effect Of Raft And Pile Stiffness On The Load-Settlement Behaviour Of Piled Raft Foundations" Ejge Paper , 2004
- Maharaj Dilip Kumar, Lakshmi Desika P. "Finite Element Analysis Of Axisymmetric Conical Shell Raft Foundation'', Ejge Paper , 2004
- Maheshwaria B.K., Trumana, K.Z. Naggarb M.H. El, Goulda P., "Three- Dimensional Nonlinear Analysis For Seismic Soil–Pile-Structure Interaction", Soil Dynamics And Earthquake Engineering, 24 (2004) 343–356
- Mao-Guang Yue, Ya-Yong Wang, "Soil-Structure Interaction Of High-Rise Building Resting On Soft Soil, Ejge Paper, Vol. 13, Bund. D
- Mary Henderson , "Comparing Cpt And Pile Base Resistance In Sand" , 158 Isssue 2006,By Tailor And Francis Group
- Mendonca A.V., De Paiva J.B, "A Boundary Element Method For The Static Analysis Of Raft Foundations On Piles", Engineering Analysis With Boundary Elements, No 24,(2000) 237-247
- Mohamedzein Yahia E.A., Mohmed Muzamil G, ''Finite Element Analysis of Short Piles In Expansive Soils'', Computers and Geotechnics, Vol.24, (1999).231-233.