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Greco, V. R. (2006) Discussion: Seismic passive resistance by pseudo-dynamic method. Géotechnique, 56 (7). 517-520 doi:10.1680/geot.2006.56.7.517

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Reference TypeJournal (article/letter/editorial)
TitleDiscussion: Seismic passive resistance by pseudo-dynamic method
JournalGéotechnique
AuthorsGreco, V. R.Author
Year2006 (September)Volume56
Issue7
PublisherThomas Telford Ltd.
DOIdoi:10.1680/geot.2006.56.7.517Search in ResearchGate
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Mindat Ref. ID10726699Long-form Identifiermindat:1:5:10726699:0
GUID0
Full ReferenceGreco, V. R. (2006) Discussion: Seismic passive resistance by pseudo-dynamic method. Géotechnique, 56 (7). 517-520 doi:10.1680/geot.2006.56.7.517
Plain TextGreco, V. R. (2006) Discussion: Seismic passive resistance by pseudo-dynamic method. Géotechnique, 56 (7). 517-520 doi:10.1680/geot.2006.56.7.517
In(2006, September) Géotechnique Vol. 56 (7) Thomas Telford Ltd.

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Choudhury, D., Nimbalkar, S. (2005) Seismic passive resistance by pseudo-dynamic method. Géotechnique, 55 (9). 699-702 doi:10.1680/geot.2005.55.9.699
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Lancellotta, R. (2007) Lower-bound approach for seismic passive earth resistance. Géotechnique, 57 (3). 319-321 doi:10.1680/geot.2007.57.3.319
Greco, V. R. (2006) Analytical calculation of active thrust due to partially submerged backfill. Géotechnique, 56 (10). 701-704 doi:10.1680/geot.2006.56.10.701
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Greco, V. R. (2002) Discussion: Shear strength parameters from back-analysis of single slips. Géotechnique, 52 (6). 463-464 doi:10.1680/geot.2002.52.6.463
Murray, E. J., Geddes, J. D. (1990) Discussion: Resistance of passive inclined anchors in cohesionless medium. Géotechnique, 40 (2). 317-318 doi:10.1680/geot.1990.40.2.317
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Teachavorasinskun, S., Visethrattana, K. (2006) Local hydraulic resistance of compacted sand—bentonite mixture. Géotechnique, 56 (7). 511-516 doi:10.1680/geot.2006.56.7.511
Cabarkapa, Z. (2006) Discussion: Shear strength of cohesionless soils at low stress. Géotechnique, 56 (6). 439-441 doi:10.1680/geot.2006.56.6.439
(2006) Errata. Géotechnique, 56 (1). 77 doi:10.1680/geot.2006.56.1.77
 
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