A note on influence of stress anisotropy on the Poisson's ratio of dry sand
Tài liệu tham khảo
Cho, 2006, Particle shape effects on packing density, stiffness, and strength: natural and crushed sands, Journal of Geotechnical and Geoenvironmental Engineering, 132, 591, 10.1061/(ASCE)1090-0241(2006)132:5(591)
Hardin, 1963, Elastic wave velocities in granular soils, Journal of the Soil Mechanics and Foundations Division, 89, 33, 10.1061/JSFEAQ.0000493
He, 2016, A study of wave velocities and Poisson's ratio of recycled concrete aggregate, Soils and Foundations, 56, 593, 10.1016/j.sandf.2016.07.002
Jovicic, 1996, Objective criteria for determining Gmax from bender element tests, Géotechnique, 46, 357, 10.1680/geot.1996.46.2.357
Knox, 1982
Krumbein, 1963
Kumar, 2010, Effect of relative density and confining pressure on Poisson ratio from bender and extender elements tests, Géotechnique, 60, 561, 10.1680/geot.9.T.003
Lee, 2005, Bender elements: performance and signal interpretation, Journal of Geotechnical and Geoenvironmental Engineering, 131, 1063, 10.1061/(ASCE)1090-0241(2005)131:9(1063)
Leong, 2009, Measuring shear and compression wave velocities of soil using bender–extender elements, Canadian Geotechnical Journal, 46, 792, 10.1139/T09-026
Payan, 2017, Effect of gradation and particle shape on small-strain Young's modulus and Poisson's ratio of sands, International Journal of Geomechanics, 17, 10.1061/(ASCE)GM.1943-5622.0000811
Roesler, 1979, Anisotropic shear modulus due to stress anisotropy, Journal of the Geotechnical Engineering Division, 105, 871, 10.1061/AJGEB6.0000835
Santamarina, 2001
Shirley, 1975, In situ measurement of marine sediment acoustical properties during coring in deep water, IEEE Transactions on Geoscience Electronics, 13, 163, 10.1109/TGE.1975.294404