A Comparison between Simple Shear and Triaxial Tests for Evaluating the Variations of G and D with Matric Suction

Kazem Fakharian; Danial Shirkavand; Manouchehr Hejazi

doi:10.1051/e3sconf/20199207010

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 07010

References

Open Access

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


Article Number		07010
Number of page(s)		6
Section		Behaviour of Unsaturated Geomaterials
DOI		https://doi.org/10.1051/e3sconf/20199207010
Published online		25 June 2019

Das, B. M. (1993). Principles of Soil Dynamics, PWS. [Google Scholar]
Iwasaki, T., Tatsuoka, F., & Takagi, Y. (1978). Shear moduli of sands under cyclic torsional shear loading. Soils and Foundations, 18(1), 39-56. [CrossRef] [Google Scholar]
Zhang, J., Andrus, R. D., & Juang, C. H. (2005). Normalized shear modulus and material damping ratio relationships. Journal of Geotechnical and Geoenvironmental Engineering, 131(4), 453-464. [CrossRef] [Google Scholar]
Brignoli, E. G., Gotti, M., &Stokoe, K. H. (1996). Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. Geotechnical Testing Journal, 19(4), 384-397. [CrossRef] [Google Scholar]
Jafarzadeh, F., & Sadeghi, H. (2012). Experimental study on dynamic properties of sand with emphasis on the degree of saturation. Soil Dynamics and Earthquake Engineering, 32(1), 26-41. [CrossRef] [Google Scholar]
Fredlund, D. G., & Xing, A. (1994). Equations for the soil-water characteristic curve. Canadian geotechnical journal, 31(4), 521-532. [CrossRef] [Google Scholar]
Bishop, A. W., & Blight, G. E. (1963). Some aspects of effective stress in saturated and partly saturated soils. Geotechnique, 13(3), 177-197. [CrossRef] [Google Scholar]
Mancuso, C., Vassallo, R., & d’Onofrio, A. (2002). Small strain behavior of a silty sand in controlled-suction resonant column torsional shear tests. Canadian Geotechnical Journal, 39(1), 22-31. [CrossRef] [Google Scholar]
Wu, S., Gray, D. H., & Richart Jr, F. E. (1984). Capillary effects on dynamic modulus of sands and silts. Journal of Geotechnical Engineering, 110(9), 1188-1203. [CrossRef] [Google Scholar]
Khosravi, A., & McCartney, J. S. (2012). Impact of hydraulic hysteresis on the small-strain shear modulus of low plasticity soils. Journal of Geotechnical and Geoenvironmental Engineering, 138(11), 1326-1333. [CrossRef] [Google Scholar]
Shirley, D. J., & Hampton, L. D. (1978). Shear wave measurements in laboratory sediments. The Journal of the Acoustical Society of America, 63(2), 607-613. [Google Scholar]

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[1] Das, B. M. (1993). Principles of Soil Dynamics, PWS. [Google Scholar]

[2] Iwasaki, T., Tatsuoka, F., & Takagi, Y. (1978). Shear moduli of sands under cyclic torsional shear loading. Soils and Foundations, 18(1), 39-56. [CrossRef] [Google Scholar]

[3] Zhang, J., Andrus, R. D., & Juang, C. H. (2005). Normalized shear modulus and material damping ratio relationships. Journal of Geotechnical and Geoenvironmental Engineering, 131(4), 453-464. [CrossRef] [Google Scholar]

[4] Brignoli, E. G., Gotti, M., &Stokoe, K. H. (1996). Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. Geotechnical Testing Journal, 19(4), 384-397. [CrossRef] [Google Scholar]

[5] Jafarzadeh, F., & Sadeghi, H. (2012). Experimental study on dynamic properties of sand with emphasis on the degree of saturation. Soil Dynamics and Earthquake Engineering, 32(1), 26-41. [CrossRef] [Google Scholar]

[6] Fredlund, D. G., & Xing, A. (1994). Equations for the soil-water characteristic curve. Canadian geotechnical journal, 31(4), 521-532. [CrossRef] [Google Scholar]

[7] Bishop, A. W., & Blight, G. E. (1963). Some aspects of effective stress in saturated and partly saturated soils. Geotechnique, 13(3), 177-197. [CrossRef] [Google Scholar]

[8] Mancuso, C., Vassallo, R., & d’Onofrio, A. (2002). Small strain behavior of a silty sand in controlled-suction resonant column torsional shear tests. Canadian Geotechnical Journal, 39(1), 22-31. [CrossRef] [Google Scholar]

[9] Wu, S., Gray, D. H., & Richart Jr, F. E. (1984). Capillary effects on dynamic modulus of sands and silts. Journal of Geotechnical Engineering, 110(9), 1188-1203. [CrossRef] [Google Scholar]

[10] Khosravi, A., & McCartney, J. S. (2012). Impact of hydraulic hysteresis on the small-strain shear modulus of low plasticity soils. Journal of Geotechnical and Geoenvironmental Engineering, 138(11), 1326-1333. [CrossRef] [Google Scholar]

[11] Shirley, D. J., & Hampton, L. D. (1978). Shear wave measurements in laboratory sediments. The Journal of the Acoustical Society of America, 63(2), 607-613. [Google Scholar]