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Journal Articles

Effects of preloading and consolidation on the uplift capacity of skirted foundations

X. Li, C. Gaudin, Y. Tian, M. J. Cassidy

Geotechnique (2015) 65 (12): 1010–1022.

https://doi.org/10.1680/jgeot.15.P.026

Published: 07 September 2015

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Journal Articles

A new method for studying the evolution of particle breakage

S. Zhang, C.-X. Tong, X. Li, D. Sheng

Geotechnique (2015) 65 (11): 911–922.

https://doi.org/10.1680/jgeot.14.P.240

Published: 21 August 2015

View article titled, A new method for studying the evolution of particle breakage

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Journal Articles

Probabilistic model calibration for soil slope under rainfall: effects of measurement duration and frequency in field monitoring

L.L. ZHANG, Y.F. ZHENG, L.M. ZHANG, X. LI, J.H. WANG

Geotechnique (2014) 64 (5): 365–378.

https://doi.org/10.1680/geot.13.P.134

Published: 01 April 2014

View article titled, Probabilistic model calibration for soil slope under rainfall: effects of measurement duration and frequency in field monitoring

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Journal Articles

Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays

H.E. LOW, T. LUNNE, K.H. ANDERSEN, M.A. SJURSEN, X. LI, M.F. RANDOLPH

Geotechnique (2010) 60 (11): 843–859.

https://doi.org/10.1680/geot.9.P.017

Published: 01 November 2010

View article titled, Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays

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Journal Articles

Numerical investigation of granular material behaviour under rotational shear

X. LI, H.-S. YU

Geotechnique (2010) 60 (5): 381–394.

https://doi.org/10.1680/geot.2010.60.5.381

Published: 01 May 2010

View article titled, Numerical investigation of granular material behaviour under rotational shear

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Effects of preloading and consolidation on the uplift capacity of skirted foundations

A new method for studying the evolution of particle breakage

Probabilistic model calibration for soil slope under rainfall: effects of measurement duration and frequency in field monitoring

Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays

Numerical investigation of granular material behaviour under rotational shear

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