2016
DOI: 10.1016/j.geotexmem.2015.08.001
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Tensile force of geogrids embedded in pile-supported reinforced embankment: A full-scale experimental study

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Cited by 108 publications
(46 citation statements)
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References 51 publications
(59 reference statements)
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“…Actually, many researchers have carried out different kinds of model and field tests (Blanc et al 2014;Chen et al 2016;Erfen et al 2017;Fagundes et al 2017;Zheng et al 2011) and different analytical methods (Chen et al 2008;Hewlett & Randolph 1988;Liu et al 2017;Zhang et al 2012) to study the pile-supported embankments. More recently, investigators have mainly focused on studying the effect of pile-supported embankments using finite element method (FEM) (Ariyarathne & Liyanapathirana 2015;Huang & Han 2009;Stewart & Filz 2014;Yapage et al 2014;Zhuang et al 2012).…”
Section: Kata Kunci: Asas Komposit Kerak Tiruan; Benteng Disokong Cermentioning
confidence: 99%
“…Actually, many researchers have carried out different kinds of model and field tests (Blanc et al 2014;Chen et al 2016;Erfen et al 2017;Fagundes et al 2017;Zheng et al 2011) and different analytical methods (Chen et al 2008;Hewlett & Randolph 1988;Liu et al 2017;Zhang et al 2012) to study the pile-supported embankments. More recently, investigators have mainly focused on studying the effect of pile-supported embankments using finite element method (FEM) (Ariyarathne & Liyanapathirana 2015;Huang & Han 2009;Stewart & Filz 2014;Yapage et al 2014;Zhuang et al 2012).…”
Section: Kata Kunci: Asas Komposit Kerak Tiruan; Benteng Disokong Cermentioning
confidence: 99%
“…Bathurst et al [6] used a high-elongation strain gauge and found a nonlinear relationship between the local and global strain of the geogrid. Van Eekelen et al [7] employed bicycle gear cables to measure strains within the geosynthetic.…”
Section: Introductionmentioning
confidence: 99%
“…To minimize column construction costs and improve embankment stability, geosynthetic reinforcement is increasingly used as basal reinforcement in combination with columns to control embankment deformations including both vertical and horizontal displacements (e.g., Forsman et al, 1999;Parmantier et al, 2005;Lai et al, 2006;Pooranampillai et al, 2012;Borges and Gonçalves, 2016;Chen et al, 2016;Zhang et al, 2016).…”
Section: Introductionmentioning
confidence: 99%