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Scopus Author ID: 6603361653

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Works (25)

Novel experimental technique to model impression piles in centrifuge testing

International Journal of Physical Modelling in Geotechnics
2024-03-01 | Journal article
DOI: 10.1680/jphmg.22.00065
Contributors: Leonardo Maria Lalicata; Eric Ritchie; Sarah Elizabeth Stallebrass; Andrew McNamara
Source: check_circle
Crossref

Explanation for twin tunnelling-induced surface settlements by changes in soil stiffness on account of stress history

Tunnelling and Underground Space Technology
2019-03 | Journal article
DOI: 10.1016/j.tust.2018.12.015
Contributors: Tianqi Zhang; R. Neil Taylor; Sam Divall; Gang Zheng; Jibin Sun; Sarah Elizabeth Stallebrass; Richard James Goodey
Source: check_circle
Crossref

Twin-tunnelling-induced changes to clay stiffness

Tunnelling in the Urban Environment
2018-01 | Other
DOI: 10.1680/tue.63778.037
Part of ISBN: 0727763776
Contributors: S. Divall; R. J. Goodey; S. E. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Twin-tunnelling-induced changes to clay stiffness

Géotechnique
2017-10 | Journal article
DOI: 10.1680/jgeot.sip17.P.151
Contributors: S. Divall; R. J. Goodey; S. E. Stallebrass
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Crossref

Physical modelling of lime stabilisation in soft soils around deep excavations

DFI Journal - The Journal of the Deep Foundations Institute
2017-04-06 | Journal article
DOI: 10.1080/19375247.2018.1436254
Contributors: J. P. Panchal; A. M. McNamara; S. E. Stallebrass
Source: check_circle
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Mechanisms for the disaggregation of soil cuttings in slurries

Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015
2015 | Conference paper
EID:

2-s2.0-84964502109
Contributors: Phillips, N.S.; Stallebrass, S.E.; Goodey, R.J.; Jefferis, S.A.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

Test development for the investigation of soil disaggregation during slurry tunnelling

Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014
2014 | Conference paper
EID:

2-s2.0-84890021240
Contributors: Phillips, N.S.; Stallebrass, S.E.; Goodey, R.J.; Jefferis, S.A.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

A field trial of a reusable, hollow, cast-in-situ pile

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
2014-08 | Journal article
DOI: 10.1680/geng.12.00102
Part of ISSN: 1353-2618
Contributors: Andrew M. McNamara; Tony P. Suckling; Brett McKinley; Sarah E. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Test development for the investigation of soil disaggregation during slurry tunnelling

ICPMG2014 – Physical Modelling in Geotechnics
2013 | Other
DOI: 10.1201/b16200-138
Part of ISBN: 9781138001527
Contributors: N Phillips; S Stallebrass; R Goodey; S Jefferis
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Remoulding of the Mercia Mudstone Group around CFA pile shafts

Quarterly Journal of Engineering Geology and Hydrogeology
2013-02-01 | Journal article
DOI: 10.1144/qjegh2011-053
Part of ISSN: 1470-9236
Contributors: L. J. Seward; S. E. Stallebrass; J. Skipper
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Manufacture of samples of overconsolidated clay by laboratory sedimentation

Stiff Sedimentary Clays: Genesis and Engineering Behaviour - Geotechnique Symposium in Print 2007
2011 | Conference paper
EID:

2-s2.0-80051509799
Contributors: Stallebrass, S.E.; Atkinson, J.H.; Mašín, D.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

Session 2: Laboratory and in situ techniques and their interpretation

Stiff Sedimentary Clays: Genesis and Engineering Behaviour - Geotechnique Symposium in Print 2007
2011 | Conference paper
EID:

2-s2.0-80051508763
Contributors: Nash, D.; Stallebrass, S.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

INFORMAL DISCUSSION: Session 2 Laboratory and In Situ Techniques and their Interpretation

Stiff Sedimentary Clays
2011-01 | Other
DOI: 10.1680/ssc.41080.0015
Part of ISBN: 0727741624
Contributors: DAVID NASH; SARAH STALLEBRASS
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Prediction of stresses and strains around model tunnels with adjacent embedded walls in overconsolidated clay

Computers and Geotechnics
2009-07 | Journal article
DOI: 10.1016/j.compgeo.2009.03.015
Part of ISSN: 0266-352X
Contributors: Emilio Bilotta; Sarah E. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Stiff sedimentary clays - Genesis and engineering behaviour

Geotechnique
2007 | Journal article
DOI: 10.1680/geot.2007.57.1.1
EID:

2-s2.0-33846857328
Contributors: May, R.; Coop, M.; Cotecchia, F.; De Bruyn, D.; De Freitas, M.; De Moor, E.; Kavvadas, M.; Nicholson, D.; Powell, J.; Soga, K. et al.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

Manufacture of samples of overconsolidated clay by laboratory sedimentation

Géotechnique
2007-03 | Journal article
DOI: 10.1680/geot.2007.57.2.249
Part of ISSN: 0016-8505
Contributors: S. E. Stallebrass; J. H. Atkinson; D. Mašín
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

A constitutive model for structured clays

Géotechnique
2004-05 | Journal article
DOI: 10.1680/geot.54.4.269.36354
Part of ISSN: 0016-8505
Contributors: B. Baudet; S. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Influence of tunnelling on the behaviour of existing piled foundations

BGA International Conference on Foundations, Innovations, Observations, Design and Practice
2003 | Conference paper
EID:

2-s2.0-3042842878
Contributors: McNamara, A.M.; Taylor, R.N.; Stallebrass, S.E.; Romano, M.C.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

Soil stiffness in stress paths relevant to diaphragm walls in clay

Géotechnique
2001-03 | Journal article
DOI: 10.1680/geot.51.2.177.40286
Part of ISSN: 0016-8505
Contributors: W. Powrie; H. Pantelidou; S. E. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Modelling soil deformation at a tunnel heading using physical and numerical techniques

Geotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3.
1999 | Book
EID:

2-s2.0-0033505333
Contributors: Grant, R.J.; Stallebrass, S.E.; Taylor, R.N.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

A Constitutive Model Combining the Microscopic and Macroscopic Behaviour of Sands in Shear and Volumetric Deformation

Application of Numerical Methods to Geotechnical Problems
1998 | Other
DOI: 10.1007/978-3-7091-2512-0_25
Part of ISBN: 9783211831410
Part of ISSN: 0254-1971
Contributors: B. Baharom; S. E. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

Soil stiffness in stress paths relevant to diaphragm walls in clay

Geotechnique
1998 | Journal article
DOI: 10.1680/geot.1998.48.4.483
EID:

2-s2.0-0032144552
Contributors: Powrie, W.; Pantelidou, H.; Stallebrass, S.E.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay

Géotechnique
1997-04 | Journal article
DOI: 10.1680/geot.1997.47.2.235
Part of ISSN: 0016-8505
Contributors: S. E. Stallebrass; R. N. Taylor
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search

A model for recent history and non-linearity in the stress-strain behaviour of overconsolidated soil

Computer methods and advances in geomechanics. Proc. 7th international conference, Cairns, 1991. Vol. 1
1991 | Book
EID:

2-s2.0-0026312165
Contributors: Atkinson, J.H.; Stallebrass, S.E.
Source: Self-asserted source
Sarah Stallebrass via Scopus - Elsevier

Effect of recent stress history on the stiffness of overconsolidated soil

Géotechnique
1990 | Journal article
DOI: 10.1680/geot.1990.40.4.531
Part of ISSN: 0016-8505
Contributors: J. H. Atkinson; D. Richardson; S. E. Stallebrass
Source: Self-asserted source
Sarah Stallebrass via Crossref Metadata Search
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