Closure to “Evaluation of Vibratory Compaction by In Situ Tests’’ by K. Rainer Massarsch and Bengt H. Fellenius
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Volume 146, Issue 12
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References
Massarsch, K. R., and B. H. Fellenius. 2017. “Liquefaction assessment by full-scale vibratory testing.” In Proc., 70th Annual Canadian Geotechnical Conf., 7. Ottawa: Canadian Geotechnical Society.
Massarsch, K. R., C. Wersäll, and B. H. Fellenius. 2019a. “Horizontal stress increase induced by deep vibratory compaction.” Proc. Inst. Civ. Eng. Geotech. Eng. 173 (3): 228–253. https://doi.org/10.1680/jgeen.19.00040.
Massarsch, K. R., C. Wersäll, and B. H. Fellenius. 2019b. “Liquefaction induced by deep vertical vibratory compaction.” Proc. Inst. Civ. Eng. Ground Improv. 1–12. https://doi.org/10.1680/jgrim.19.00018.
Mitchell, J. K. 2008. “Aging of sand—A continuing enigma?” In Proc., 6th Int. Conf. on Case Histories in Geotechnical Engineering. Paper No. SOAP 11. 1–21. Rolla, MO: Missouri Univ. of Science and Technology.
Neely, W. J., and D. A. Leroy. 1991. “Densification of sand using a variable frequency vibratory probe.” In Proc., ASTM Symp. on Design, Construction and Testing of Deep Foundation Improvement: Stone Columns and Related Techniques, edited by R. C. Bachus, 320–332. West Conshohocken, PA: ASTM.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 146 • Issue 12 • December 2020
Copyright
© 2020 American Society of Civil Engineers.
History
Received: May 18, 2020
Accepted: Jul 6, 2020
Published online: Sep 23, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 23, 2021
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