Ground Improvement Case Histories 2015
DOI: 10.1016/b978-0-08-100698-6.00006-4
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Ground Improvement Using Deep Vibro Techniques

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Cited by 5 publications
(17 citation statements)
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“…The Finite Element (FE) results are presented in terms of settlement ratio (S/S uc , where S is the settlement of floating column group and S uc is the settlement of end bearing column in the unit cell model). This relationship has been proposed by Kok Shien Ng (2017) [4]. The performance of floating stone columns either for large or small groups can be predicted using the results of large group end bearing type columns.…”
Section: Performance Of Leca Columnsmentioning
confidence: 96%
“…The Finite Element (FE) results are presented in terms of settlement ratio (S/S uc , where S is the settlement of floating column group and S uc is the settlement of end bearing column in the unit cell model). This relationship has been proposed by Kok Shien Ng (2017) [4]. The performance of floating stone columns either for large or small groups can be predicted using the results of large group end bearing type columns.…”
Section: Performance Of Leca Columnsmentioning
confidence: 96%
“…Dynamic simulation has been used a long time, but The rigorous first principles of dynamic simulation have been confined to use by specialists and control engineers who were using models based on transfer functions that were incapable of representing the nonlinearities in systems and the discontinuities in start-up cases for example [1]. The areas of application have been divided into two large groups (plant design and plant operation) [8]. As an essential tool exploring.…”
Section: Conventionalmentioning
confidence: 99%
“…Concepto del uso de sobrecarga temporal (Faraco, 1980) Figura 1.14. (a) Efecto de la vibroflotación en la densidad del suelo; (b) Secuencia constructiva de la vibroflotación (Raju y Sondermann, 2005) Figura 1.15. Criterio de adecuación de suelos para tratamiento por vibrocompactación (Glover, 1982; modificado de Sagaseta, 2006) Figura 1.16.…”
Section: Lista De Figuras Capítulounclassified
“…Proceso de ejecución y maquinaria empleada (cortesía de Menard) Figura 2.1. (a) Relleno sobre columnas de grava (Raju y Sondermann, 2005); (b) Columnas de grava por estabilidad al deslizamiento de un relleno (Enoki et al, 1991); (c) Ampliación de calzada (Raju y Sondermann, 2005) Figura 2.2. Estabilización de un talud natural en Route 22 New York State (Goughnour et al, 1991) Figura 2.3.…”
Section: Lista De Figuras Capítulounclassified
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