Imperial College London
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ProfessorRichardJardine

Faculty of Engineering, Department of Civil and Environmental Engineering

Proconsul and Professor of Geomechanics
 
 
 
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Contact

 

+44 (0)20 7594 6083r.jardine CV

 
 
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Assistant

 

Ms Sue Feller +44 (0)20 7594 6077

 
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Location

 

532Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inproceedings{Vinck:2019:e3sconf/20199202007,
author = {Vinck, K and Liu, T and Ushev, E and Jardine, RJ},
doi = {e3sconf/20199202007},
pages = {1--6},
publisher = {EDP Sciences},
title = {An appraisal of end conditions in advanced monotonic and cyclic triaxial testing on a range of geomaterials},
url = {http://dx.doi.org/10.1051/e3sconf/20199202007},
year = {2019}
}
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RIS format (EndNote, RefMan)

TY  - CPAPER
AB  - Compressing samples between rigid platens, as in triaxial testing, induce non-uniform specimen stress, strain and pore water distributions. Although well recognised historically, the effects of such platen restraints are often disregarded or overlooked when performing or interpreting monotonic and cyclic experiments. This paper presents an updated appraisal of end conditions based on laboratory experiments run on sand, glacial till, intact and puttified chalk as part of offshore piling research projects. Monotonic and cyclic triaxial tests are reported that incorporated local strain and pore pressure sensors and a range of platen configurations. New insights are reported regarding the small-to-large behaviour and undrained cyclic pore water pressure measurement.
AU  - Vinck,K
AU  - Liu,T
AU  - Ushev,E
AU  - Jardine,RJ
DO  - e3sconf/20199202007
EP  - 6
PB  - EDP Sciences
PY  - 2019///
SP  - 1
TI  - An appraisal of end conditions in advanced monotonic and cyclic triaxial testing on a range of geomaterials
UR  - http://dx.doi.org/10.1051/e3sconf/20199202007
UR  - https://www.e3s-conferences.org/articles/e3sconf/abs/2019/18/e3sconf_isg2019_02007/e3sconf_isg2019_02007.html
UR  - http://hdl.handle.net/10044/1/75575
ER  -
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