Inspect in effect of changing in piles number in piles group with different piles bury depth

Reza abdoos¹

1) M.Sc. East Azarbaijan Science and Research Branch,

Publication : International Congress of Science and Engineering - TOKYO UNIVERSITY - JAPAN(tuicet.com)
Abstract :
Piles group is most authentic foundation for important constructs. Piles number have influence on bearing capacity in piles group foundations. In this research scholar endeavor to depict effect of piles number change on piles group bearing capacity. Numerical analysis used to analyze data in this research. The software that is used for simulating in this research uses the finite element method. Loading case type and material model in this thesis is linear. In this research used from Paxis 3D foundation for soil and foundations under loading simulation. Plaxis 3D foundation is a finite element software with 3 dimension that exclusive for foundations analyze far away coast line. Simulations in this study has static characteristic. Soil condition, piles cap thickness and load quantity are constant, resemble and same in different models but piles number and bury depth are variable.in this study piles number are 4, 6, 8 and 10 and piles cap thickness is 2 meters. Piles bury depth that simulated are 19 and 20 meters. Judgment criteria in this research is settlement of foundations. In terminal step Settlements was recorded. Scholar compare between outputs of software and write result of research.
Keywords : Piles group piles depth bearing capacity Plaxis 3D foundation)