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- [1] Effect of specimen size on quasi-elastic properties of Toyoura sand in hollow cylinder triaxial and torsional shear tests GEOTECHNICAL TESTING JOURNAL, 2008, 31 (02): : 132 - 141
- [3] Measurement of quasi-elastic stiffness parameters of dense toyoura sand in hollow cylinder apparatus and triaxial apparatus with bender elements GEOTECHNICAL TESTING JOURNAL, 2004, 27 (01): : 23 - 35
- [4] STATIC AND DYNAMIC EVALUATION OF ELASTIC PROPERTIES OF SOFIA SAND AND TOYOURA SAND BY SOPHISTICATED TRIAXIAL TESTS GRADEVNSKI MATERIJIALI I KONSTRUKCIJE-BUILDING MATERIALS AND STRUCTURES, 2018, 61 (01): : 47 - 61
- [5] Investigation Into the Effects of the Thickness of a Hollow-Cylinder Soil Specimen on the Stress Distributions in Triaxial Torsional Shear Testing GEOTECHNICAL TESTING JOURNAL, 2016, 39 (05): : 786 - 794
- [6] Quasi-elastic bulk modulus of sand based on volume change and local deformation measurement of hollow cylindrical specimen DEFORMATION CHARACTERISTICS OF GEOMATERIALS, VOLS 1 AND 2, 2008, : 775 - 781