Adam Crewe

Prof. Adam Crewe

University of Bristol, UK
orcid

Research Focus & Metrics

Academic Career Length

29Years (1998-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 March 2013 in Engineering Structures
Verified
Journal Article
Closed access
MKMohammad Kashani
Mohammad Kashani
ACAdam Crewe
Adam Crewe
NANicholas Alexander
Nicholas Alexander

1 August 2015 in Computers & Structures
Verified
Journal Article
Closed access
MKMohammad Kashani
Mohammad Kashani
LLLaura N. Lowes
Laura N. Lowes
ACAdam Crewe
Adam Crewe
NANicholas Alexander
Nicholas Alexander


1 June 2016 in Engineering Structures
Verified
Journal Article
Closed access
MKMohammad Kashani
Mohammad Kashani
LLLaura N. Lowes
Laura N. Lowes
ACAdam Crewe
Adam Crewe
NANicholas Alexander
Nicholas Alexander

1 April 2013 in Construction and Building Materials
Verified
Journal Article
Closed access
MKMohammad Kashani
Mohammad Kashani
ACAdam Crewe
Adam Crewe
NANicholas Alexander
Nicholas Alexander

1 March 2002 in International Journal of Physical Modelling in Geotechnics
Verified
Journal Article
Closed access
DWDavid Muir Wood
David Muir Wood
ACAdam Crewe
Adam Crewe
CTColin Taylor
Colin Taylor
Shaking tables provide one means of obtaining data from physical models of geotechnical systems under simulated earthquake loading. While there may be challenges in ensuring exact scaling of all aspects of a geotechnical system between prototype and model, the large size of the shaking table models does give a good basis for validation of numerical modelling strategies. A shear stack provides a means of creating a mass of soil which can approximate the free field of the real world. Observations of the performance of the Bristol shear stack are presented and compared qualitatively with patterns of behaviour observed in laboratory simple shear tests. The results of some tests on model gravity retaining walls performed using the shear stack are used to show the relevance of simple models of geotechnical system performance and to illustrate the difficulty of correlating system performance with individual parameters of input time histories.