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BEHAVIOUR OF PILED RAFT BY NONLINEAR FINITE ELEMENT METHOD
Authors
Dr. D.K.Maharaj,Dr.Sanjeev Gill,Mr. Deepak Kumar
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Keywords
Intex term-: Raft, Piled Raft, Finite Element, Thickness, Length, Diameter, Axial Load, Loading Intensity, Discretization
Abstract
Nonlinear finite element analysis has been performed to understand the behaviour of piled raft under plane strain condition. The soil
has been idealized by Extended Drucker-Prager yield criterion. The raft and piles have been considered as linear elastic material. Four
nodedisparametric finite elements has been used for discretization. The number of nodes are 243 and number of elements is 208. At all
loading intensity the settlement of raft is more than piled rafts. For piled raft having pile of length to diameter ratio equal to 10 settles
more than other piles of piled raft. For piled rafts having pile of length to diameter ratio of 20 settle more than piled raft having pile
length to diameter ratio equal to 30. The load settlement curve for raft and piled rafts are nonlinear. When the thickness (T) is 0.5 m,
the settlements of raft and piled raft both decreases. The raft undergoes maximum settlement followed by piled raft having piles of
length to diameter equal to 10,20 and 30. When the thickness (T) is 1.0 m, the settlements of raft and piled raft both decreases than at
thickness (T)= 0.50 m. Similarrly at thickness equal to 2.0, the settlement of raft and piled raft decreases than at thickness 1.0 m. The
axial load is maximum at the top and minimum at the bottom at all loading intensity. The axial load increases with increase in loading
intensity. The axial load distribution curve is nonlinear. This nonlinearity is maximum at loading intensity equal to 60 kN/m2. The
axial load is greater for all loading intensity for L/d ratio 20 than L/d=10. Similarly the axial load is greater for all loading intensity
for L/d ratio 30 than L/d=20.
IJCRT's Publication Details
Unique Identification Number - IJCRTRIETS008
Paper ID - 188686
Author type - Indian Author
Page Number(s) - 45-49
Pubished in - Volume 6 | Issue 2 | APRIL 2018
DOI (Digital Object Identifier) - http://doi.one/10.1729/IJCRT.17818
No Of Downloads - 1190
Author Country - 248001, India, Dehradun, Dehradun, India, Science & Technology
Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882
E-ISSN Number - 2320-2882
Published Paper PDF : - http://www.ijcrt.org/papers/IJCRTRIETS008
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Dr. D.K.Maharaj,Dr.Sanjeev Gill,Mr. Deepak Kumar, "BEHAVIOUR OF PILED RAFT BY NONLINEAR FINITE ELEMENT METHOD", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.6, Issue 2, pp.45-49, APRIL 2018, Available at :http://www.ijcrt.org/papers/IJCRTRIETS008.pdf
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