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Sarah Stallebrass
Sarah Stallebrass
University of London
Email verificata su city.ac.uk
Titolo
Citata da
Citata da
Anno
A constitutive model for structured clays
B Baudet, S Stallebrass
Géotechnique 54 (4), 269-278, 2004
3542004
Effect of recent stress history on the stiffness of overconsolidated soil
JH Atkinson, D Richardson, SE Stallebrass
Géotechnique 40 (4), 531-540, 1990
3451990
The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay
SE Stallebrass, RN Taylor
Géotechnique 47 (2), 235-253, 1997
2841997
Modelling the effect of recent stress history on the deformation of overconsolidated soils
SE Stallebrass
City University London, 1990
1191990
Soil stiffness in stress paths relevant to diaphragm walls in clay
W Powrie, H Pantelidou, SE Stallebrass
Géotechnique 48 (4), 483-494, 1998
541998
A finite element study of ground movements measured in centrifuge model tests of tunnels
SE Stallebrass, RJ Grant, RN Taylor
Geotechnical aspects of underground construction in soft ground, 595-600, 1996
381996
Prediction of stresses and strains around model tunnels with adjacent embedded walls in overconsolidated clay
E Bilotta, SE Stallebrass
Computers and Geotechnics 36 (6), 1049-1057, 2009
332009
A model for recent history and non-linearity in the stress-strain behaviour of overconsolidated soil
JH Atkinson, SE Stallebrass
International conference on computer methods and advances in geomechanics. 7 …, 1991
281991
Experimental determination of stress-strain-time characteristics in laboratory and in-situ tests
JH Atkison, SE Stallebrass
Proceedings, 10th European Conference on SMGE. Florence 3, 915-956, 1991
221991
The influence of recent stress history on ground movements around tunnels
SE Stallebrass, V Jovicic, RN Taylor
International symposium on pre-failure deformation characteristics of …, 1994
211994
Modelling the effect of recent stress history on the behaviour of overconsolidated soils
SE Stallebrass
PhD thesis, City University, London, 1990
211990
Modelling the destructuration of soft natural clays
BA Baudet, SE Stallebrass
AA Balkema 1, 297-301, 2001
202001
Measurement of stiffness of soils and weak rocks in laboratory tests
JH Atkinson
Proc. of 25th Annual Con. of Engrg. Geo. Group, 21-27, 1990
181990
Twin-tunnelling-induced changes to clay stiffness
S Divall, RJ Goodey, SE Stallebrass
Géotechnique 67 (10), 906-913, 2017
162017
Manufacture of samples of overconsolidated clay by laboratory sedimentation
SE Stallebrass, JH Atkinson, D Mašín
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique …, 2011
152011
Explanation for twin tunnelling-induced surface settlements by changes in soil stiffness on account of stress history
T Zhang, RN Taylor, S Divall, G Zheng, J Sun, SE Stallebrass, RJ Goodey
Tunnelling and Underground Space Technology 85, 160-169, 2019
142019
A constitutive model combining the microscopic and macroscopic behaviour of sands in shear and volumetric deformation
B Baharom, SE Stallebrass
Application of Numerical Methods to Geotechnical Problems: Proceedings of …, 1998
131998
Short term and long term settlements around a tunnel in stiff clay
SE Stallebrass, V Jovicic, RN Taylor
European conference on numerical methods in geotechnical engineering, 235-240, 1994
121994
A field trial of a reusable, hollow, cast-in-situ pile
AM McNamara, TP Suckling, B McKinley, SE Stallebrass
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2014
102014
Laboratory modelling of natural structured clays
D Masín, SE Stallebrass, JH Atkinson
Proceedings of International Workshop on Geotechnics of Soft Soils–Theory …, 2003
82003
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Articoli 1–20