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Dash, H. K., Sitharam, T. G. (2011) Undrained Cyclic and Monotonic Strength of Sand-Silt Mixtures. Geotechnical and Geological Engineering, 29 (4). 555-570 doi:10.1007/s10706-011-9403-3

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Reference TypeJournal (article/letter/editorial)
TitleUndrained Cyclic and Monotonic Strength of Sand-Silt Mixtures
JournalGeotechnical and Geological Engineering
AuthorsDash, H. K.Author
Sitharam, T. G.Author
Year2011 (July)Volume29
Issue4
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-011-9403-3Search in ResearchGate
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Mindat Ref. ID7748448Long-form Identifiermindat:1:5:7748448:4
GUID0
Full ReferenceDash, H. K., Sitharam, T. G. (2011) Undrained Cyclic and Monotonic Strength of Sand-Silt Mixtures. Geotechnical and Geological Engineering, 29 (4). 555-570 doi:10.1007/s10706-011-9403-3
Plain TextDash, H. K., Sitharam, T. G. (2011) Undrained Cyclic and Monotonic Strength of Sand-Silt Mixtures. Geotechnical and Geological Engineering, 29 (4). 555-570 doi:10.1007/s10706-011-9403-3
In(2011, July) Geotechnical and Geological Engineering Vol. 29 (4) Springer Science and Business Media LLC

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Dash, H. K., Sitharam, T. G. (2009) Undrained Cyclic Pore Pressure Response of Sand–Silt Mixtures: Effect of Nonplastic Fines and Other Parameters. Geotechnical and Geological Engineering, 27 (4). 501-517 doi:10.1007/s10706-009-9252-5
Dash, H., Sitharam, T. (2011) A sand skeleton approach to undrained cyclic response of sand-silt mixtures. International Journal of Geotechnical Engineering, 5. 9-15 doi:10.3328/ijge.2011.05.01.9-15
Dash, H., Sitharam, T., Baliarsingh, F., Mishra, Asha (2010) Effect of initial gross void ratio on undrained cyclic pore pressure response of sand-silt mixtures. International Journal of Geotechnical Engineering, 4. 205-216 doi:10.3328/ijge.2010.04.02.205-216
Sitharam, T., Dash, H. (2009) Effect of initial gross void ratio on cyclic response of sand and silt mixtures. International Journal of Geotechnical Engineering, 3. 1-10 doi:10.3328/ijge.2009.03.01.1-10
Akhila, M., Rangaswamy, K., Sankar, N. (2019) Undrained Response and Liquefaction Resistance of Sand–Silt Mixtures. Geotechnical and Geological Engineering, 37 (4). 2729-2745 doi:10.1007/s10706-018-00790-0
Tavakoli, H. R., Shafiee, A., Jafari, M. K. (2011) Post-Cyclic Undrained Behavior of Compacted Composite Clay Subjected to Various Cyclic Loading Paths. Geotechnical and Geological Engineering, 29 (6). 1085-1097 doi:10.1007/s10706-011-9439-4
Karim, M. E., Alam, M. J. (2016) Undrained monotonic and cyclic response of sand–silt mixtures. International Journal of Geotechnical Engineering, 10. 223-235 doi:10.1179/1939787915y.0000000023
Doygun, O., Brandes, H. G., Roy, T. T. (2019) Effect of Gradation and Non-plastic Fines on Monotonic and Cyclic Simple Shear Strength of Silica Sand. Geotechnical and Geological Engineering, 37 (4). 3221-3240 doi:10.1007/s10706-019-00838-9
Sitharam, T. G., Dash, H. K., Jakka, Ravi S. (2013) Postliquefaction Undrained Shear Behavior of Sand-Silt Mixtures at Constant Void Ratio. International Journal of Geomechanics, 13. 421-429 doi:10.1061/(asce)gm.1943-5622.0000225
Dash, H. K., Sitharam, T. G. (2016) Effect of frequency of cyclic loading on liquefaction and dynamic properties of saturated sand. International Journal of Geotechnical Engineering, 10. 487-492 doi:10.1080/19386362.2016.1171951
Dimitrova, Rozalina S., Yanful, Ernest K. (2011) Undrained Strength of Deposited Mine Tailings Beds: Effect of Water Content, Effective Stress and Time of Consolidation. Geotechnical and Geological Engineering, 29 (5). 935-951 doi:10.1007/s10706-011-9428-7
 
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