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Journal Articles

Investigating the time-dependent behaviour of Boom clay under thermomechanical loading

Y.-J. Cui, T. T. Le, A. M. Tang, P. Delage, X. L. Li

Geotechnique (2009) 59 (4): 319–329.

https://doi.org/10.1680/geot.2009.59.4.319

Published: 01 May 2009

View article titled, Investigating the time-dependent behaviour of Boom clay under thermomechanical loading

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Journal Articles

Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation

F. Bernier, X. L. Li, W. Bastiaens

Geotechnique (2007) 57 (2): 229–237.

https://doi.org/10.1680/geot.2007.57.2.229

Published: 01 March 2007

View article titled, Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation

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Journal Articles

Suction effects in deep Boom Clay block samples

P. Delage, T.-T. Le, A.-M. Tang, Y.-J. Cui, X.-L. Li

Geotechnique (2007) 57 (2): 239–244.

https://doi.org/10.1680/geot.2007.57.2.239

Published: 01 March 2007

View article titled, Suction effects in deep Boom Clay block samples

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Journal Articles

Seismic and static stability analysis for rock slopes by a kinematical approach

X.-L. Yang, L. Li, J.-H. Yin

Geotechnique (2004) 54 (8): 543–549.

https://doi.org/10.1680/geot.2004.54.8.543

Published: 01 October 2004

View article titled, Seismic and static stability analysis for rock slopes by a kinematical approach

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Journal Articles

Behaviour of reinforced embankments on soft rate-sensitive soils

R. K. Rowe, A. L. Li

Geotechnique (2002) 52 (1): 29–40.

https://doi.org/10.1680/geot.2002.52.1.29

Published: 01 February 2002

View article titled, Behaviour of reinforced embankments on soft rate-sensitive soils

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Investigating the time-dependent behaviour of Boom clay under thermomechanical loading

Twenty-five years' geotechnical observation and testing in the Tertiary Boom Clay formation

Suction effects in deep Boom Clay block samples

Seismic and static stability analysis for rock slopes by a kinematical approach

Behaviour of reinforced embankments on soft rate-sensitive soils

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