Large deformation finite element analysis of undrained pile installation
In this paper, a numerical undrained analysis of pile jacking into the subsoil using Abaqus software suit has been presented. Two different approaches, including traditional Finite Element Method (FEM) and Arbitrary Lagrangian–Eulerian (ALE) formulation, were tested. In the first method, the soil wa...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2016-03-01
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| Series: | Studia Geotechnica et Mechanica |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/sgem.2016.38.issue-1/sgem-2016-0005/sgem-2016-0005.xml?format=INT |