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Matesic, Leo, Vucetic, Mladen (2005) Closure to “Strain-Rate Effects on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic. Journal of Geotechnical and Geoenvironmental Engineering, 131 (2). 271-272 doi:10.1061/(asce)1090-0241(2005)131:2(271)

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Reference TypeJournal (article/letter/editorial)
TitleClosure to “Strain-Rate Effects on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsMatesic, LeoAuthor
Vucetic, MladenAuthor
Year2005 (February)Volume131
Issue2
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)1090-0241(2005)131:2(271)Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9703979Long-form Identifiermindat:1:5:9703979:6
GUID0
Full ReferenceMatesic, Leo, Vucetic, Mladen (2005) Closure to “Strain-Rate Effects on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic. Journal of Geotechnical and Geoenvironmental Engineering, 131 (2). 271-272 doi:10.1061/(asce)1090-0241(2005)131:2(271)
Plain TextMatesic, Leo, Vucetic, Mladen (2005) Closure to “Strain-Rate Effects on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic. Journal of Geotechnical and Geoenvironmental Engineering, 131 (2). 271-272 doi:10.1061/(asce)1090-0241(2005)131:2(271)
In(2005, February) Journal of Geotechnical and Geoenvironmental Engineering Vol. 131 (2) American Society of Civil Engineers (ASCE)

See Also

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Matešić, Leo, Vucetic, Mladen (2003) Strain-Rate Effect on Soil Secant Shear Modulus at Small Cyclic Strains. Journal of Geotechnical and Geoenvironmental Engineering, 129 (6). 536-549 doi:10.1061/(asce)1090-0241(2003)129:6(536)
Vucetic, Mladen, Thangavel, Harish, Mortezaie, Ahmadreza (2021) Cyclic Secant Shear Modulus and Pore Water Pressure Change in Sands at Small Cyclic Strains. Journal of Geotechnical and Geoenvironmental Engineering, 147 (5) 4021018pp. doi:10.1061/(asce)gt.1943-5606.0002490
Vucetic, Mladen, Lanzo, Giuseppe, Doroudian, Macan (1998) Damping at Small Strains in Cyclic Simple Shear Test. Journal of Geotechnical and Geoenvironmental Engineering, 124 (7). 585-594 doi:10.1061/(asce)1090-0241(1998)124:7(585)
Hsu, Chu-Chung, Vucetic, Mladen (2007) Errata for “Threshold Shear Strain for Cyclic Pore-Water Pressure in Cohesive Soils” by Chu-Chung Hsu and Mladen Vucetic. Journal of Geotechnical and Geoenvironmental Engineering, 133 (5). 617 doi:10.1061/(asce)1090-0241(2007)133:5(617)
Leo, Chin Jian (2005) Closure to “Equal Strain Consolidation by Vertical Drains,” by Chin Jian Leo. Journal of Geotechnical and Geoenvironmental Engineering, 131 (10). 1317 doi:10.1061/(asce)1090-0241(2005)131:10(1317)
Hsu, Chu-Chung, Vucetic, Mladen (2004) Volumetric Threshold Shear Strain for Cyclic Settlement. Journal of Geotechnical and Geoenvironmental Engineering, 130 (1). 58-70 doi:10.1061/(asce)1090-0241(2004)130:1(58)
Hsu, Chu-Chung, Vucetic, Mladen (2006) Threshold Shear Strain for Cyclic Pore-Water Pressure in Cohesive Soils. Journal of Geotechnical and Geoenvironmental Engineering, 132 (10). 1325-1335 doi:10.1061/(asce)1090-0241(2006)132:10(1325)
Lanzo, G., Vucetic, M., Doroudian, M. (1997) Reduction of Shear Modulus at Small Strains in Simple Shear. Journal of Geotechnical and Geoenvironmental Engineering, 123 (11). 1035-1042 doi:10.1061/(asce)1090-0241(1997)123:11(1035)
Matasović, Neven, Vucetic, Mladen (1995) Closure to “Cyclic Characterization of Liquefiable Sands” by Neven Matasović and Mladen Vucetic. Journal of Geotechnical Engineering, 121 (1). 102-103 doi:10.1061/(asce)0733-9410(1995)121:1(102)
Mortezaie, Ahmadreza, Vucetic, Mladen (2016) Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays. Journal of Geotechnical and Geoenvironmental Engineering, 142 (5). 4016007pp. doi:10.1061/(asce)gt.1943-5606.0001461
Vucetic, Mladen (1994) Cyclic Threshold Shear Strains in Soils. Journal of Geotechnical Engineering, 120 (12). 2208-2228 doi:10.1061/(asce)0733-9410(1994)120:12(2208)
 
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