An experimental method of measuring the confined compression strength of geomaterials

[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 .