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Juárez-Badillo, Eulalio (1997) Discussion of “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 887 doi:10.1061/(asce)1090-0241(1997)123:9(887)

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Reference TypeJournal (article/letter/editorial)
TitleDiscussion of “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsJuárez-Badillo, EulalioAuthor
Year1997 (September)Volume123
Issue9
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)1090-0241(1997)123:9(887)Search in ResearchGate
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Mindat Ref. ID9702690Long-form Identifiermindat:1:5:9702690:5
GUID0
Full ReferenceJuárez-Badillo, Eulalio (1997) Discussion of “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 887 doi:10.1061/(asce)1090-0241(1997)123:9(887)
Plain TextJuárez-Badillo, Eulalio (1997) Discussion of “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 887 doi:10.1061/(asce)1090-0241(1997)123:9(887)
In(1997, September) Journal of Geotechnical and Geoenvironmental Engineering Vol. 123 (9) American Society of Civil Engineers (ASCE)

See Also

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Yamamuro, Jerry A., Lade, Poul V. (1997) Closure to “Drained Sand Behavior in Axisymmetric Tests at High Pressures” by Jerry A. Yamamuro and Poul V. Lade. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 887 doi:10.1061/(asce)1090-0241(1997)123:9(887.x)
Day, Robert W. (1997) Discussion of “Significance of Particle Crushing in Granular Materials” by Poul V. Lade, Jerry A. Yamamuro, and Paul A. Bopp. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 887-888 doi:10.1061/(asce)1090-0241(1997)123:9(887.2)
Yamamuro, Jerry A., Bopp, Paul A., Lade, Poul V. (1997) Closure to “One-Dimensional Compression of Sands at High Pressures” by Jerry A. Yamamuro, Paul A. Bopp, and Poul V. Lade. Journal of Geotechnical and Geoenvironmental Engineering, 123 (8). 788-789 doi:10.1061/(asce)1090-0241(1997)123:8(788.2)
Lade, Poul V., Yamamuro, Jerry A., Bopp, Paul A. (1997) Closure to “Significance of Particle Crushing in Granular Materials” by Poul V. Lade, Jerry A. Yamamuro, and Paul A. Bopp. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 889-890 doi:10.1061/(asce)1090-0241(1997)123:9(889)
Vitton, Stanley J., Lindly, Jay (1997) Discussion of “Significance of Particle Crushing in Granular Materials” by Poul V. Lade, Jerry A. Yamamuro, and Paul A. Bopp. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 888-889 doi:10.1061/(asce)1090-0241(1997)123:9(888)
Yamamuro, Jerry A., Lade, Poul V. (1996) Drained Sand Behavior in Axisymmetric Tests at High Pressures. Journal of Geotechnical Engineering, 122 (2). 109-119 doi:10.1061/(asce)0733-9410(1996)122:2(109)
Bopp, Paul A., Lade, Poul V. (1997) Effects of Initial Density on Soil Instability at High Pressures. Journal of Geotechnical and Geoenvironmental Engineering, 123 (7). 671-677 doi:10.1061/(asce)1090-0241(1997)123:7(671)
Howie, John A., Yu, H. S., Schnaid, F., Collins, I. F. (1997) Discussion and Closure: Analysis of Cone Pressuremeter Tests in Sands. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 884-887 doi:10.1061/(asce)1090-0241(1997)123:9(886)
Lade, Poul V., Yamamuro, Jerry A. (1996) Undrained Sand Behavior in Axisymmetric Tests at High Pressures. Journal of Geotechnical Engineering, 122 (2). 120-129 doi:10.1061/(asce)0733-9410(1996)122:2(120)
(1997) ERRATA. Journal of Geotechnical and Geoenvironmental Engineering, 123 (9). 896 doi:10.1061/(asce)1090-0241(1997)123:9(896)
Yamamuro, Jerry A., Lade, Poul V. (1998) Steady-State Concepts and Static Liquefaction of Silty Sands. Journal of Geotechnical and Geoenvironmental Engineering, 124 (9). 868-877 doi:10.1061/(asce)1090-0241(1998)124:9(868)
 
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