Study on Bearing Capacity of Tank Foundation with Alternatively Arranged Vortex-Compression Nodular Piles
Chun-Bao Li,
Gao-Jie Li,
Ran-Gang Yu,
Jing Li and
Xiao-Song Ma
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Chun-Bao Li: Department of Civil Engineering, China University of Petroleum (East China), Qingdao 266580, China
Gao-Jie Li: Department of Civil Engineering, China University of Petroleum (East China), Qingdao 266580, China
Ran-Gang Yu: Department of Civil Engineering, China University of Petroleum (East China), Qingdao 266580, China
Jing Li: Department of Civil Engineering, China University of Petroleum (East China), Qingdao 266580, China
Xiao-Song Ma: Department of Civil Engineering, China University of Petroleum (East China), Qingdao 266580, China
Energies, 2020, vol. 13, issue 20, 1-18
Abstract:
Types of tapered piles are widely applied in tank foundation consolidation, but their inherent deficiencies in design and construction limit their further promotion. Vortex compression pile is a novel nodular pile. Compared with the traditional equal-section pile, vortex compression nodular pile is featured by stronger bearing capacity and slighter settlement. In this paper, the model test results showed that vortex compression nodular pile can greatly improve the bearing capacity and reduce the settlement. Through the finite element software ABAQUS analysis the bearing characteristics of equal-section pile foundation and vortex-compression nodular pile foundation were compared. The three-dimensional solid model was established by ABAQUS finite element software. The impact of cushion modulus, cushion thickness, vertical load, pile modulus, soil modulus around the pile on the bearing capacity of the vortex-compression nodular pile foundation were studied.
Keywords: vortex-compression nodular pile; composite foundation; bearing capacity; tank foundation (search for similar items in EconPapers)
JEL-codes: Q Q0 Q4 Q40 Q41 Q42 Q43 Q47 Q48 Q49 (search for similar items in EconPapers)
Date: 2020
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