Shear modulus and damping ratio of a nonplastic silt at large shear strains

Alper Sezer; Eyyub Karakan; Nazar Tanrinian

doi:10.1051/e3sconf/20199208007

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 08007

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		08007
Number of page(s)		6
Section		Geomaterial Behaviour: Cyclic and Dynamic
DOI		https://doi.org/10.1051/e3sconf/20199208007
Published online		25 June 2019

JGS 0542-2000 (Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials) [Google Scholar]
N. Matasovic, M. Vucetic, Seismic Response of soil deposits composed of fully-saturated clay and sand layers, Proc., First International Conference on Earthquake Geotechnical Engineering, JGS, 611-616 (1995) [Google Scholar]
A. El Takch, A. Sadrekarimi, H. El Naggar, Dynamic Behaviors of Silt and Sandy Silt Soils Determined from Cyclic Ring Shear Tests, 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (Vancouver, 2017) [Google Scholar]
H.B. Seed, I.M. Idriss, Soil Moduli and Damping Factors for Dynamic Response Analysis, Report EERC 70-10, Earthquake Engineering and Research Center, University of California (Berkeley,1970) [Google Scholar]
T. Kokusho, Y. Yoshida, Y. Esashi, Dynamic Properties of Soft Clay for Wide Strain Range, Soils and Foundations, 22, 1-18 (1982) [CrossRef] [Google Scholar]
H. B. Seed, T. Wong, I.M. Idriss, K. Tokimatsu, Moduli and Damping Factors for Dynamic Analysis of Cohesionless Soils, J. Geotechn. Eng., ASCE, 112, 1016-1032 (1986) [CrossRef] [Google Scholar]
M. Vucetic, R. Dobry, Effect of Soil Plasticity on Cyclic Response, J. Geotechn. Eng., ASCE, 117, 89-107 (1991) [CrossRef] [Google Scholar]
T. Iwasaki, F. Tatsuoka, Y. Takagi, Shear Moduli of Sands Under Cyclic Torsional Shear Loading, Soils Found., 18, 39-56 (1978) [CrossRef] [Google Scholar]
B.O. Hardin, V.P. Drnevich, Shear Modulus and Damping in Soils: Measurement and Parameters Effects, J. Soil Mech. Found. Div., ASCE, 98, 603-624 (1972a) [Google Scholar]
B.K. Maheshwari, S.S. Kale, A.M. Kaynia, Dynamic Properties of Solani Sand at Large Strains: A Parametric Study, Int. J. Geotech. Eng., 6, 353-358 (2012) [Google Scholar]
B.K. Maheshwari, A.K. Patel, Effects of Non-Plastic Silts on Liquefaction Potential of Solani Sand, J. Geotech. Geol. Eng., 28, 559-566 (2010) [CrossRef] [Google Scholar]
P. Muley, B.K. Maheshwari, D.K. Paul, Effect of Fines on Liquefaction Resistance of Solani Sand, Proc. 15th World Conf. on Earthquake Eng. (Lisbon, Portugal. Paper No. 1484, 2012) [Google Scholar]
H. Y. Fang, R. C. Chaney, N. S. Pandit, Dynamic Shear Modulus of Soft Silt, International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 11 (1981) [Google Scholar]
G. Chen, B. Wang, J. Liu, Dynamic Shear Modulus and Damping Ratio of Recently Deposited Soils in the Coastal Region of Jiangsu Province, Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Springer (Berlin, Heidelberg, 2008) [Google Scholar]
M. El Mosallamy, T. Tarek, A. El Fattah, M. El Khouly, Experimental study on the determination of small strain-shear modulus of loess soil, HBRC Journal, 12, 2,181-190 (2016) [CrossRef] [Google Scholar]
H. D. Hsiao, V.T.A. Phan, Effects of silt contents on the static and dynamic properties of sand-silt mixtures, Geomech. Eng., 7, 3, 297-316 (2014) [CrossRef] [Google Scholar]
ASTM D4253-16, Standard test methods for maximum index density and unit weight of soils using a vibratory table, ASTM International (West Conshohocken, PA, 2016) [Google Scholar]
JGS 0520-2000, Preparation of Soil Specimens for Triaxial Tests. [Google Scholar]
JGS 0541-2000, Method for Cyclic Undrained Triaxial Test on Soils. [Google Scholar]
N. Tanrınıan, E. Karakan, A. Sezer, S. Altun, Behavior of a dense nonplastic silt under cyclic loading, Eskisehir Tech. Univ. J. of Sci. Techn. B-Theoretical Sci., 6, Special Issue, 183-191 (2018) [Google Scholar]
M. Vucetic, G. Lanzo, M. Doroudian, Damping at small strains in cyclic simple shear test, J. Geotech. and Geoenv. Eng., ASCE, 124, 7, 585-594 (1998) [CrossRef] [Google Scholar]
J. Zhang, R. D. Andrus, C. H. Juang, Normalized shear modulus and material damping ratio relationships, J. Geotech. Geoenv. Eng., ASCE, 131, 4, 453-464 (2005). [CrossRef] [Google Scholar]

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[1] JGS 0542-2000 (Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials) [Google Scholar]

[2] N. Matasovic, M. Vucetic, Seismic Response of soil deposits composed of fully-saturated clay and sand layers, Proc., First International Conference on Earthquake Geotechnical Engineering, JGS, 611-616 (1995) [Google Scholar]

[3] A. El Takch, A. Sadrekarimi, H. El Naggar, Dynamic Behaviors of Silt and Sandy Silt Soils Determined from Cyclic Ring Shear Tests, 3rd International Conference on Performance-based Design in Earthquake Geotechnical Engineering (Vancouver, 2017) [Google Scholar]

[4] H.B. Seed, I.M. Idriss, Soil Moduli and Damping Factors for Dynamic Response Analysis, Report EERC 70-10, Earthquake Engineering and Research Center, University of California (Berkeley,1970) [Google Scholar]

[5] T. Kokusho, Y. Yoshida, Y. Esashi, Dynamic Properties of Soft Clay for Wide Strain Range, Soils and Foundations, 22, 1-18 (1982) [CrossRef] [Google Scholar]

[6] H. B. Seed, T. Wong, I.M. Idriss, K. Tokimatsu, Moduli and Damping Factors for Dynamic Analysis of Cohesionless Soils, J. Geotechn. Eng., ASCE, 112, 1016-1032 (1986) [CrossRef] [Google Scholar]

[7] M. Vucetic, R. Dobry, Effect of Soil Plasticity on Cyclic Response, J. Geotechn. Eng., ASCE, 117, 89-107 (1991) [CrossRef] [Google Scholar]

[8] T. Iwasaki, F. Tatsuoka, Y. Takagi, Shear Moduli of Sands Under Cyclic Torsional Shear Loading, Soils Found., 18, 39-56 (1978) [CrossRef] [Google Scholar]

[9] B.O. Hardin, V.P. Drnevich, Shear Modulus and Damping in Soils: Measurement and Parameters Effects, J. Soil Mech. Found. Div., ASCE, 98, 603-624 (1972a) [Google Scholar]

[10] B.K. Maheshwari, S.S. Kale, A.M. Kaynia, Dynamic Properties of Solani Sand at Large Strains: A Parametric Study, Int. J. Geotech. Eng., 6, 353-358 (2012) [Google Scholar]

[11] B.K. Maheshwari, A.K. Patel, Effects of Non-Plastic Silts on Liquefaction Potential of Solani Sand, J. Geotech. Geol. Eng., 28, 559-566 (2010) [CrossRef] [Google Scholar]

[12] P. Muley, B.K. Maheshwari, D.K. Paul, Effect of Fines on Liquefaction Resistance of Solani Sand, Proc. 15th World Conf. on Earthquake Eng. (Lisbon, Portugal. Paper No. 1484, 2012) [Google Scholar]

[13] H. Y. Fang, R. C. Chaney, N. S. Pandit, Dynamic Shear Modulus of Soft Silt, International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 11 (1981) [Google Scholar]

[14] G. Chen, B. Wang, J. Liu, Dynamic Shear Modulus and Damping Ratio of Recently Deposited Soils in the Coastal Region of Jiangsu Province, Geotechnical Engineering for Disaster Mitigation and Rehabilitation, Springer (Berlin, Heidelberg, 2008) [Google Scholar]

[15] M. El Mosallamy, T. Tarek, A. El Fattah, M. El Khouly, Experimental study on the determination of small strain-shear modulus of loess soil, HBRC Journal, 12, 2,181-190 (2016) [CrossRef] [Google Scholar]

[16] H. D. Hsiao, V.T.A. Phan, Effects of silt contents on the static and dynamic properties of sand-silt mixtures, Geomech. Eng., 7, 3, 297-316 (2014) [CrossRef] [Google Scholar]

[17] ASTM D4253-16, Standard test methods for maximum index density and unit weight of soils using a vibratory table, ASTM International (West Conshohocken, PA, 2016) [Google Scholar]

[18] JGS 0520-2000, Preparation of Soil Specimens for Triaxial Tests. [Google Scholar]

[19] JGS 0541-2000, Method for Cyclic Undrained Triaxial Test on Soils. [Google Scholar]

[20] N. Tanrınıan, E. Karakan, A. Sezer, S. Altun, Behavior of a dense nonplastic silt under cyclic loading, Eskisehir Tech. Univ. J. of Sci. Techn. B-Theoretical Sci., 6, Special Issue, 183-191 (2018) [Google Scholar]

[21] M. Vucetic, G. Lanzo, M. Doroudian, Damping at small strains in cyclic simple shear test, J. Geotech. and Geoenv. Eng., ASCE, 124, 7, 585-594 (1998) [CrossRef] [Google Scholar]

[22] J. Zhang, R. D. Andrus, C. H. Juang, Normalized shear modulus and material damping ratio relationships, J. Geotech. Geoenv. Eng., ASCE, 131, 4, 453-464 (2005). [CrossRef] [Google Scholar]