An experimental method of measuring the confined compression strength of geomaterials
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[1] E. Hoek,et al. Simple triaxial cell for field or laboratory testing of rock , 2007 .
[2] Gilles Pijaudier-Cabot,et al. Experimental analysis of compaction of concrete and mortar , 2001 .
[3] Fabrice Gatuingt,et al. Prévision de la rupture des ouvrages en béton sollicités en dynamique rapide , 1999 .
[4] Leon M Keer,et al. Elastic-cracked model for penetration into unreinforced concrete targets with ogival nose projectiles , 1997 .
[5] Nicolas Burlion. Compaction des bétons : éléments de modélisation et caractérisation expérimentale , 1997 .
[6] Mark D. Adley,et al. Microplane Model for Concrete: II: Data Delocalization and Verification , 1996 .
[7] J. G. MacGregor,et al. Mechanical Properties of Three High-Strength ConcretesContaining Silica Fume , 1995 .
[8] M. J. Forrestal,et al. Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strengths , 1992 .
[9] Zdenek P. Bazant,et al. Confined Compression Tests of Cement Paste and Concrete up to 300 ksi , 1986 .
[10] M. Kotsovos,et al. Mathematical Description of Deformational Behavior ofConcrete Under Generalized Stress Beyond UltimateStrength , 1980 .
[11] H. C. Heard,et al. Mechanical behaviour of polycrystalline BeO, Al2O3 and AlN at high pressure , 1980 .
[12] Surendra P. Shah,et al. Fracture and Stress-Strain Relationship of Concrete under Triaxial Compression , 1974 .
[13] H. Kolsky. An Investigation of the Mechanical Properties of Materials at very High Rates of Loading , 1949 .