Imperial College London
Professor Jamie Standing

ProfessorJamieStanding

Faculty of Engineering, Department of Civil and Environmental Engineering

Professor of Ground Engineering
 
 
 
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Contact

 

+44 (0)20 7594 6072j.standing

 
 
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Assistant

 

Ms Sue Feller +44 (0)20 7594 6077

 
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Location

 

531Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Shire:2022:10.1061/(ASCE)GM.1943-5622.0002049,
author = {Shire, T and Standing, J},
doi = {10.1061/(ASCE)GM.1943-5622.0002049},
journal = {International Journal of Geomechanics (ASCE)},
title = {Strength and stiffness properties of an unsaturated clayey silt: experimental study at high degrees of saturation},
url = {http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0002049},
volume = {21},
year = {2022}
}
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RIS format (EndNote, RefMan)

TY  - JOUR
AB  - Unsaturated constant water content triaxial compression tests with suction measurement using an Imperial College  Tensiometer, and saturated consolidated undrained tests  were carried  out  on  reconstituted  Brickearth,  a  naturally unsaturated  clayey  silt  from  London. The results show that the saturated effective stress can be applied to the critical state line (CSL) and normalised stiffness for unsaturated Brickearth but that Bishop’s effective stress variable  gives  a slightly improved  CSL. The  stiffness derived  from  local  instrumentation demonstrates that Bishop’s effective stress is also beneficial for normalising the stiffness 16modulus over the small strain range (up to axial strainsofabout3%).
AU  - Shire,T
AU  - Standing,J
DO  - 10.1061/(ASCE)GM.1943-5622.0002049
PY  - 2022///
SN  - 1532-3641
TI  - Strength and stiffness properties of an unsaturated clayey silt: experimental study at high degrees of saturation
T2  - International Journal of Geomechanics (ASCE)
UR  - http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0002049
UR  - https://ascelibrary.org/doi/full/10.1061/%28ASCE%29GM.1943-5622.0002049
UR  - http://hdl.handle.net/10044/1/87046
VL  - 21
ER  -
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