Optimization of Advanced Laboratory Monotonic and Cyclic Triaxial Testing on Fine Sands-Reference-Cited by-同舟云学术

Optimization of Advanced Laboratory Monotonic and Cyclic Triaxial Testing on Fine Sands

Published:2022-09-09 Issue:6 Volume:45 Page:20210190
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Liu Tingfa¹²,Jardine Richard J.²,Vinck Ken³,Ackerley Steven K.²

Affiliation:

1. Department of Civil Engineering, University of Bristol, Queen’s Building, University Walk, BS8 1TR Bristol, UK; formerly Imperial College London, https://orcid.org/0000-0002-5719-8420

2. Department of Civil and Environmental Engineering, Imperial College London, Skempton Building, Exhibition Rd., South Kensington SW7 2AZ London, UK, https://orcid.org/0000-0001-7147-5909 (R.J.J.)

3. Department of Civil and Environmental Engineering, Imperial College London, Skempton Building, Exhibition Rd., South Kensington SW7 2AZ London, UK (Corresponding author), e-mail: ken.vinck15@imperial.ac.uk, https://orcid.org/0000-0002-0990-0895

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference47 articles.

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3. Andersen, K. H., A. A. Puech, and R. J. Jardine. 2013. “Cyclic Resistant Geotechnical Design and Parameter Selection for Offshore Engineering and Other Applications.” In Proceedings of TC 209 Workshop: 18th ICSMGE - Paris, 4 September 2013, 9–44. Paris: Presses des Ponts.

4. The Influence of End Restraint on the Compression Strength of a Cohesionless Soil;Bishop;Geotechnique,1965

5. A Hydraulic Triaxial Apparatus for Controlled Stress Path Testing;Bishop;Geotechnique,1975