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au.\*:("BISHOP AW")

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THE STRENGTH OF CRUSTAL MATERIALS.BISHOP AW.1974; ENGNG GEOL.; NETHERL.; DA. 1974; VOL. 8; NO 1-2; PP. 139-153; BIBL. 15 REF.; (INT. COLLOQ. SEISM. EFFECTS RESERVOIR IMPOUNDING; LONDON; 1973)Conference Paper

THE STRENGTH OF CRUSTAL MATERIALS.BISHOP AW.1974; ENGNG GEOL.; NLD; (PAP. INT. COLLOQ. SEISM. EFF. RESERVOIR IMPOUNDING; LONDON; 1973),1974, VOL. 8, NUM. 0001-0002, P. 139 A 153Miscellaneous

A FRAMEWORK FOR DISTRIBUTED DESIGN COMPUTINGBISHOP AW.1980; A.G.A.R.D. CONF. PROC.; FRA; DA. 1980; NO 280; PP. 10.1-10.6; BIBL. 5 REF.Conference Paper

THE INFLUENCE OF SYSTEM COMPRESSIBILITY ON THE OBSERVED PORE-PRESSURE RESPONSE TO AN UNDRAINED CHANGE IN STRESS IN SATURATED ROCK.BISHOP AW.1976; GEOTECHNIQUE; G.B.; 1976, VOL. 26, NUM. 0002, P. 371 A 375Serial Issue

A HYDRAULIC TRIAXIAL APPARATUS FOR CONTROLLED STRESS PATH TESTINGBISHOP AW; WESLEY LD.1975; GEOTECHNIQUE; G.B.; DA. 1975; VOL. 25; NO 4; PP. 657-670; ABS. FR.; BIBL. 29REF.; 9 ILL.Article

THE VALUE POISSON'S RATIO IN SATURATED SOILS AND ROCKS STRESSED UNDER UNDRAINED CONDITIONSBISHOP AW; HIGHT DW.1977; GEOTECHNIQUE; GBR; DA. 1977; VOL. 27; NO 3; PP. 369-384; BIBL. 29 REF.Article

A NOTE ON THE DRAINED STRENGTH OF SAND UNDER GENERALIZED STRAIN CONDITIONS.GREEN GE; BISHOP AW.1969; GEOTECHNIQUE; GBR; 1969(3), VOL. 19, NUM. 0001, P. 144 A 149Miscellaneous

DRAINED TENSION TESTS ON LONDON CLAY.BISHOP AW; GARGA VK.1969; GEOTECHNIQUE; GBR; 1969(6), VOL. 19, NUM. 0006, P. 309 A 313Miscellaneous

THE INFLUENCE OF HIGH PORE-WATER PRESSURE ON THE STRENGTH OF COHESIONLESS SOILS.BISHOP AW; SKINNER AE.1976; PHILOS. TRANS. R. SOC. LONDON, A; G.B.; DA. 1976; VOL. 284; NO 1318; PP. 91-130; H.T. 1; BIBL. 1 P.; 27 ILL.Article

A HYDRAULIC TRIAXIAL APPARATUS FOR CONTROLLED STRESS PATH TESTING.BISHOP AW; WESLEY LD.1975; GEOTECHNIQUE; G.B.; 1975, VOL. 25, NUM. 0004, P. 657 A 670Serial Issue

TRIAXIAL TESTS ON SOIL AT ELEVATED CELL PRESSURES.BISHOP AW; WEBB DL; SKINNER AE et al.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS; 1965, VOL. 1, P. 170 A 174Miscellaneous

THE INFLUENCE OF PORE-WATER TENSION ON THE STRENGTH OF CLAY.BISHOP AW; KUMAPLEY NK; EL RUWAYIH A et al.1975; PHILOS. TRANS. R. SOC. LONDON, A; G.B.; 1975, VOL. 278, NUM. 1286, P. 511 A 554Serial Issue

A NEW RING SHEAR APPARATUS AND ITS APPLICATION TO THE MEASUREMENT OF RESIDUAL STRENGTH.BISHOP AW; GREEN GE; GARGA VK et al.1971; GEOTECHNIQUE; GBR; 1971, VOL. 21, NUM. 0004, P. 273 A 328Miscellaneous

A NEW RING SHEAR APPARATUS AND ITS APPLICATION TO THE MEASUREMENT OF RESIDUAL STRENGTH = NOUVEL APPAREIL DE CISAILLEMENT CIRCULAIRE ET SON APPLICATION A LA MESURE DES RESISTANCES RESIDUELLESBISHOP AW; GREEN GE; GARGA VK et al.1972; NORGES GEOTEK. INST., PUBL.; NORGE ; 1972, NUM. 0093, P. 1 A 56Serial Issue

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