EXPERIMENTAL DETERMINATION OF SOFTENING RELATIONS FOR CEMENT-TREATED SAND
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[1] Zdenek P. Bazant. Identification of strain-softening constitutive relation from uniaxial tests by series coupling model for localization , 1989 .
[2] J. Rice,et al. The growth of slip surfaces in the progressive failure of over-consolidated clay , 1973, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.
[3] Zdenek P. Bazant,et al. SIZE EFFECT IN COMPRESSION FRACTURE: SPLITTING CRACK BAND PROPAGATION , 1997 .
[4] Kazuo Tani,et al. NUMERICAL SIMULATION OF BEARING CAPACITY CHARACTERISTICS OF STRIP FOOTING ON SAND , 1999 .
[5] E. Brühwiler,et al. Fracture energy and strain softening of concrete as determined by means of compact tension specimens , 1988 .
[6] M. Oda,et al. Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils , 1998 .
[7] Taro Uchimura,et al. Shear banding characteristics of granular materials and particle size effects on the seismic stability of earth structures , 2003 .
[8] Rilem. FMC 1 Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams , 1985 .
[9] F. Tatsuoka,et al. A SIMPLE GAUGE FOR LOCAL SMALL STRAIN MEASUREMENTS IN THE LABORATORY , 1991 .
[10] Ioannis Vardoulakis,et al. Calibration of constitutive models for granular materials using data from biaxial experiments , 1985 .
[11] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .
[12] Gioacchino Viggiani,et al. Shear bands in plane strain compression of loose sand , 1997 .
[13] Gioacchino Viggiani,et al. Strain localization in sand: an overview of the experimental results obtained in Grenoble using stereophotogrammetry , 2004 .
[14] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[15] Andrew Drescher,et al. SHEAR BANDS IN BIAXIAL TESTS ON DRY COARSE SAND , 1993 .
[16] Cumaraswamy Vipulanandan,et al. Fracture Behavior of Cement Grouted Sand , 1994 .
[17] Masanobu Oda,et al. Microstructure in shear band observed by microfocus X-ray computed tomography , 2004 .
[18] S. Sture,et al. Shear Band Formation in Plane Strain Experiments of Sand , 2000 .
[19] Fumio Tatsuoka,et al. Effect of Setting Method on the Behaviour of Clays in Triaxial Compression from Saturation to Undrained Shear , 1993 .
[20] Fumio Tatsuoka,et al. A Modified Procedure to Evaluate Active Earth Pressure at High Seismic Loads , 1998 .
[21] P. Lade. Analysis and prediction of shear banding under 3D conditions in granular materials , 2003 .
[22] A. Hillerborg. The theoretical basis of a method to determine the fracture energyGF of concrete , 1985 .
[23] S. Tangtermsirikul,et al. Proposed New Method to Determine Tension Softening Curve of Concrete , 1998 .
[24] Donald W. Taylor,et al. Fundamentals of soil mechanics , 1948 .
[25] Takeshi Kodaka,et al. Shear Banding in a Sedimentary Soft Mudstone Subjected to Plane Strain Compression , 1999 .
[26] Chun Man Chan,et al. Experimental Determination of the Tension-Softening Relations for Cementitious Composites , 1987 .
[27] Keitetsu Rokugo,et al. DETERMINATION OF TENSION SOFTENING DIAGRAMS OF CONCRETE BY MEANS OF BENDING TESTS , 1991 .