Forum
Dec 21, 2021

Steps to Increase the Reproducibility of Geotechnical Laboratory Test Data

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 3

Abstract

Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views expressed in this Forum article do not necessarily reflect the views of ASCE or the Editorial Board of the journal.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

No data, models, or code were generated or used during the study.

References

Baziar, M. H., and R. Dobry. 1995. “Residual strength and large-deformation potential of loose silty sands.” J. Geotech. Eng. 121 (12): 896–906. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:12(896).
Been, K., M. Jefferies, J. H. A. Crooks, and L. Rothenburg. 1987. “The cone penetration test in sands. Part II: General inference of state.” Géotechnique 37 (3): 285–299. https://doi.org/10.1680/geot.1987.37.3.285.
Castro, G., S. J. Poulos, and F. Leathers. 1985. “Re-examination of slide of Lower San Fernando Dam.” J. Geotech. Eng. 111 (9): 1093–1107. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:9(1093).
Castro, G., R. B. Seed, T. O. Keller, and H. B. Seed. 1992. “Steady-state strength analysis of Lower San Fernando Slide.” J. Geotech. Eng. 118 (3): 406–427. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:3(406).
Chang, N., G. Heymann, and C. Clayton. 2011. “The effect of fabric on the behaviour of gold tailings.” Géotechnique 61 (3): 187–197. https://doi.org/10.1680/geot.9.P.066.
Chowdhury, K., R. Seed, V. G. Perlea, M. H. Beaty, and F. Ma. 2019. “Lessons learned from re-evaluation of the Upper and Lower San Fernando Dams using current state of practice in numerical modelling.” In Proc., USSD Conf. and Exhibition. Westminster, CO: USSD (United States Society on Dams).
Coop, M. R. 2015. “Limitations of a critical state framework applied to the behaviour of natural and “transitional” soils.” In Proc., 6th Int. Symp. on Deformation Characteristics of Geomaterials, 115–155. London: International Society for Soil Mechanics and Geotechnical Engineering.
Ghafghazi, M., and D. Shuttle. 2008. “Interpretation of sand state from cone penetration resistance.” Géotechnique 58 (8): 623–634. https://doi.org/10.1680/geot.2008.58.8.623.
Høeg, K., R. Dyvik, and G. Sandbaekken. 2000. “Strength of undisturbed versus reconstituted silt and silty sand specimens.” J. Geotech. Geoenviron. Eng. 126 (7): 606–617. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:7(606).
ICMM (International Council on Mining and Metals). 2020. “The global industry standard on tailings management.” Accesssed July 15, 2021. https://globaltailingsreview.org/wp-content/uploads/2020/08/global-industry-standard_EN.pdf.
Jefferies, M. 2016. “Editorial.” Geotech. Res. 3 (3): 65–66. https://doi.org/10.1680/jgere.2016.3.3.65.
Jefferies, M., and K. Been. 2006. Soil liquefaction: A critical state approach. London: CRC Press.
Reid, D. 2021. “Some considerations on the engineering performance of subaqueously-deposited silts.” In Mine waste tailings 2021. Brisbane, Australia: Australasian Institute of Mining and Metallurgy.
Reid, D., et al. 2021a. “Results of a critical state line testing round robin program.” Géotechnique 71 (7): 616–630. https://doi.org/10.1680/jgeot.19.P.373.
Reid, D., and R. Fanni. 2020. A comparison of intact and reconstituted samples of a silt tailings. Géotechnique. Ahead of print. London: ICE Publishing.
Reid, D., R. Fanni, and A. B. Fourie. 2021b. “Effect of tamping conditions on the shear strength of tailings.” Int. J. Geomech.
Reid, D., R. Fanni, K. Koh, and I. Orea. 2018. “Characterisation of a subaqueously deposited silt iron ore tailings.” Géotechnique Lett. 8 (4): 278–283. https://doi.org/10.1680/jgele.18.00105.
Robertson, P. K. 2010. “Evaluation of flow liquefaction and liquefied strength using the cone penetration test.” J. Geotech. Geoenviron. Eng. 136 (6): 842–853. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000286.
Robertson, P. K. 2016. “Cone penetration test-based soil behaviour type classification system—An update.” Can. Geotech. J. 53 (12): 1910–1927. https://doi.org/10.1139/cgj-2016-0044.
Robertson, P. K., L. De Melo, D. J. Williams, and W. G. Wilson. 2019. “Report of the expert panel on the technical causes of the failure of Feijao Dam I.” Accessed December 13, 2019. http://www.b1technicalinvestigation.
Schneider, J. A., and R. E. S. Moss. 2011. “Linking cyclic stress and cyclic strain based methods for assessment of cyclic liquefaction triggering in sands.” Géotechnique Lett. 1 (2): 31–36. https://doi.org/10.1680/geolett.11.00021.
Shuttle, D., and J. Cunning. 2007. “Liquefaction potential of silts from CPTU.” Can. Geotech. J. 44 (1): 1–19. https://doi.org/10.1139/t06-086.
Shuttle, D., and M. Jefferies. 1998. “Dimensionless and unbiased CPT interpretation in sand.” Int. J. Numer. Anal. Methods Geomech. 22 (5): 351–391. https://doi.org/10.1002/(SICI)1096-9853(199805)22:5%3C351::AID-NAG921%3E3.0.CO;2-8.
Shuttle, D., and M. Jefferies. 2016. “Determining silt state from CPTU.” Geotech. Res. 3 (3): 90–118. https://doi.org/10.1680/jgere.16.00008.
Tarantino, A., et al. 2011. “Benchmark of experimental techniques for measuring and controlling suction.” Géotechnique 61 (4): 303–312. https://doi.org/10.1680/geot.2011.61.4.303.
Toki, S., F. Tatsuoka, S. Miura, Y. Yoshimi, S. Yasuda, and Y. Makihara. 1986. “Cyclic undrained triaxial strength of a sand by a cooperative testing program.” Soils Found. 26 (3): 117–128. https://doi.org/10.3208/sandf1972.26.3_117.
Vaid, Y., S. Sivathayalan, and D. Stedman. 1999. “Influence of specimen-reconstituting method on the undrained response of sand.” Geotech. Test. J. 22 (3): 187–195. https://doi.org/10.1520/GTJ11110J.
Xu, L., and M. R. Coop. 2017. “The mechanics of a saturated silty loess with a transitional mode.” Géotechnique 67 (7): 581–596. https://doi.org/10.1680/jgeot.16.P.128.
Yamashita, S., T. Kawaguchi, Y. Nakata, T. Mikami, T. Fujiwara, and S. Shibuya. 2009. “Interpretation of international parallel test on the measurement of Gmax using bender elements.” Soils Found. 49 (4): 631–650. https://doi.org/10.3208/sandf.49.631.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 3March 2022

History

Received: Jun 22, 2021
Accepted: Oct 22, 2021
Published online: Dec 21, 2021
Published in print: Mar 1, 2022
Discussion open until: May 21, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Dept. of Civil, Environmental, and Mining Engineering, Univ. of Western Australia, Perth, Australia (corresponding author). ORCID: https://orcid.org/0000-0002-1867-1676. Email: [email protected]
Riccardo Fanni
Golder, Perth, Australia.
Andy Fourie, Ph.D.
Dept. of Civil, Environmental, and Mining Engineering, Univ. of Western Australia, Perth, Australia.
Mike Jefferies
Private Consultant, Grantham, UK.
Matthew Coop, Ph.D.
Dept. of Civil, Environmental, and Geomatic Engineering, Univ. College London, London, WC1E 6BT, UK.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share