Print Email Facebook Twitter Modelling of Installation Effect of Driven Piles by Hypoplasticity Title Modelling of Installation Effect of Driven Piles by Hypoplasticity Author Dung, P.H. Contributor Van Tol, A.F. (mentor) Brinkgreve, R.B.J. (mentor) De Gijt, J.G. (mentor) Dijkstra, J. (mentor) Faculty Civil Engineering and Geosciences Department Geotechnology Programme Geo-Engineering Date 2010-01-12 Abstract Driven piles have been selected as a powerful technique to deal with the construction on soft soil. Many case studies have been carried out to capture the soil behaviour during the pile installation, both numerical and experimental methods. In terms of the numerical method, it is proved to be difficult due to the large displacement in the installation process, leading to a significant change of stresse and void ratio. Therefore, it is required to have some special techniques such as Arbitrary Lagrangian Eulerian or Particle methods, and also a proper constitutive model to describe the continuous changing of stress and void ratio during the installation. Subject hypoplasticitydriven piles To reference this document use: http://resolver.tudelft.nl/uuid:6e96c83c-7116-444f-a011-1cefb52eab5f Part of collection Student theses Document type master thesis Rights (c) 2010 Dung, P.H. Files PDF Thesis_pham_12-1-2010.pdf 1.75 MB Close viewer /islandora/object/uuid:6e96c83c-7116-444f-a011-1cefb52eab5f/datastream/OBJ/view