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Journal Articles
Journal Articles
Journal Articles
Geotechnique (2021) 71 (7): 616–630.
Published: 26 May 2020
... and preparation procedures laboratory equipment laboratory tests liquefaction mining & quarrying The process of measuring the critical state line (CSL), and its use as a reference to assess liquefaction susceptibility, dates to the late 1930s (Middlebrooks, 1940). Variants of this framework...
Journal Articles
Geotechnique (2021) 71 (6): 509–520.
Published: 07 May 2020
... that K0 be related to (K0)N/C and the overconsolidation ratio, OCR, by an expression of the following form earth pressure friction laboratory equipment laboratory tests 3 K 0 = ( K 0 ) N / C × OC R α On the basis of limited...
Journal Articles
Geotechnique (2021) 71 (3): 216–225.
Published: 06 December 2019
... grain contacts did not demonstrate notable variations under the preloading conditions. discrete-element modelling laboratory equipment laboratory tests stiffness 01 09 2018 31 10 2019 © 2019 Thomas Telford Ltd 2019 In Luding's linear model for elasto-plastic...
Journal Articles
Journal Articles
Journal Articles
Geotechnique (2018) 68 (10): 843–856.
Published: 08 February 2018
... and the wider use of the fall-cone approach for soft to medium-stiff clays in establishing the strength variability with changing water content and further index parameters. © 2018 Thomas Telford Ltd 2018 clays laboratory equipment laboratory tests soil classification silts shear strength...
Journal Articles
Geotechnique (2018) 68 (2): 171–176.
Published: 13 July 2017
... inertia of the real soil specimen (J). © 2017 Thomas Telford Ltd 2017 dynamics laboratory equipment stiffness The resonant column method is a popular experimental technique used for the dynamic characterisation of soils (Richart et al., 1970 ; Ishihara, 1996 ; Clayton, 2011...
Journal Articles
Geotechnique (2016) 66 (6): 515–522.
Published: 12 February 2016
... 18 11 2015 © 2016 Thomas Telford Ltd 2016 laboratory equipment laboratory tests stiffness The early use of numerical analysis to study geotechnical boundary value problems in the 1970s led to the realisation that displacements were being overestimated when compared with field...
Journal Articles
Geotechnique (2016) 66 (4): 287–300.
Published: 07 January 2016
... limited. In addition, in the more recent developments of unsaturated soil mechanics, which, by definition addresses drying and shrinkage, little was done to analyse the local strains and displacements. clays failure laboratory equipment laboratory tests suction The aim of this research...
Journal Articles
Geotechnique (2015) 65 (7): 548–562.
Published: 01 July 2015
... frequencies of the bender element and their influence on frequency domain analysis of bender element testing. 02 12 2013 27 03 2015 © 2015 Thomas Telford Ltd 2015 dynamics laboratory equipment laboratory tests stiffness sands Bender elements have been widely utilised...
Journal Articles
Journal Articles
Geotechnique (2014) 64 (12): 942–953.
Published: 10 December 2014
..., London, UK. † City University of Hong Kong, Hong Kong. ‡ Imperial College London, London, UK. 20 12 2013 7 11 2014 © 2014 Thomas Telford Ltd 2014 clays creep laboratory equipment laboratory tests stiffness stress path The IC-T5-07 and QM series used the suction cap...
Journal Articles
Geotechnique (2014) 64 (3): 195–203.
Published: 01 March 2014
... rotation. * British Geological Survey, Nottingham, UK. † Office Train, Nottingham, UK. 21 5 2013 6 11 2013 © 2014 Thomas Telford Ltd 2014 clays laboratory equipment laboratory tests Clay soils constitute a familiar hazard to engineering construction and house...
Journal Articles
Geotechnique (2014) 64 (1): 28–39.
Published: 01 January 2014
...-BY license. (http://creativecommons.org/licenses/by/4.0/) 2014 laboratory equipment laboratory tests piles shear strength Although many studies have been carried out to investigate the effect of bentonite filter cake on interface resistance, a definitive understanding has not yet been...
Journal Articles
Geotechnique (2013) 63 (2): 165–179.
Published: 01 February 2013
... kPa were determined to have a G0 value of about 111·2 MPa, being 66% larger than that of 1·0 mm glass beads. dynamics elasticity laboratory equipment laboratory tests stiffness The shear stiffness of granular soils at strain levels less than 0·001% – usually...
Journal Articles
Geotechnique (2012) 62 (8): 721–725.
Published: 01 August 2012
... résultats initiaux fait état de certaines erreurs systématiques résultant de la structure de la sonde et de la méthode de mesure proprement dite. centrifuge modelling laboratory equipment piles sands soil/structure interaction Fig. 2. Influence zone of measurement probe Four...
Journal Articles
Journal Articles
Geotechnique (2012) 62 (3): 243–252.
Published: 01 March 2012
... laboratory equipment laboratory tests stiffness theoretical analysis The measurement of shear stiffness at small strain (Gmax) is useful for predicting deformation of soil, as strains associated with most soil–structure interaction problems are generally less than 0·1% (Jardine et al...

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