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1-6 of 6
Keywords: Pile-Supported Embankment
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Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2025) 32 (4): 504–517.
Published: 20 September 2024
...C.-B. Xu; Y.-Y. Zhao; J. Zhang; J.-J. Zheng; W.-D. Deng; Z.-L. Yan; Y. Zheng Pile-supported embankments are one of the most commonly used techniques for ground improvement in soft soil areas. Existing studies have mainly focused on embankments supported by end-bearing piles under static loading...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2017) 24 (3): 293–305.
Published: 20 February 2017
... the expected settlement and to reduce construction time, a pile-supported embankment (PE) was initially designed based on driven precast concrete piles with a square pile head. A geogrid reinforced piled embankment (GRPE) system was proposed as a ground improvement method to replace the initial choice...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2013) 20 (6): 421–435.
Published: 01 December 2013
... 12 10 2013 © 2013 Thomas Telford Ltd 2013 Geosynthetics Pile-supported embankment Finite-element method Creep Three-dimensional modelling A large number of ground improvement techniques can be found in the literature (Mitchell 1981 ; Magnan 1994 ; Shen et al. 2005...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2010) 17 (2): 68–76.
Published: 01 April 2010
... Cable-net model Pile-supported embankment Energy minimisation In Part I (Jones et al. 2010) of the present investigation of geosynthetic-reinforced, pile-supported embankments, the geosynthetic was modelled as a thin, flexible plate. Here a geogrid is considered, and is modelled...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2010) 17 (2): 59–67.
Published: 01 April 2010
... Nx, Ny, Nxy and the strains are given by 28 4 2008 4 1 2010 5 1 2010 © 2010 Thomas Telford Ltd 2010 Geosynthetics Pile-supported embankment Three-dimensional Thin plate Finite difference method Energy...
Journal Articles
Journal:
Geosynthetics International
Geosynthetics International (2010) 17 (2): 77–85.
Published: 01 April 2010
...R.H. Plaut; G.M. Filz ABSTRACT: In the first part of this study, the geosynthetic reinforcement in a pile-supported embankment was modelled as a thin plate, and in the second part it was modelled as a cable net. Three-dimensional analyses were conducted. A notable feature of the results...
