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FABRIC EFFECTS ON STRENGTH AND DEFORMATION OF KAOLIN CLAY.KRIZEK RJ.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 169-176; BIBL. 16 REF.; 10 ILL.Conference Paper

BEHAVIOR OF BURIED CONCRETE PIPE = COMPORTEMENT DE CANALISATION EN BETON ENTERREEKRIZEK RJ.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. FALL CONVENTION AND EXHIBIT/1977/SAN FRANCISCO CA; USA; DA. S.D.; PREPRINT 3077; 28 P.; BIBL. 9 REF.Conference Paper

SPATIAL NONHOMOGENITY OF DREDGED MATERIALS IN CONFINED DISPOSAL AREAS.KRIZEK RJ.1976; IN: DREDGING: ENVIRON. EFF. TECHNOL. WORLD DREDGING CONF. WODCON. 7. PROC.; SAN PEDRO, CALIF.; 1976; SAN PEDRO; WORLD DREDGING CONF.; DA. 1976; PP. 779-797; BIBL. 6 REF.Conference Paper

INFLUENCE OF FABRIC AND SOIL SUCTION ON THE MECHANICAL BEHAVIOR OF KAOLINITIC CLAY.EDIL TB; KRIZEK RJ.1976; GEODERMA; PAYS-BAS; 1976, VOL. 15, NUM. 0004, P. 323 A 341Serial Issue

QUANTITATIVE DEPENDENCE OF STRENGTH ON PARTICLE ORIENTATION OF CLAY.EDIL TB; KRIZEK RJ.1975; BULL. ASS. INTERNATION. GEOL. INGR; FRA; (GENET. PRINC. ENG.-GEOL. STUDY SOILS, ROCKS; MOSCOW; 1974),1975, NUM. 0011, P. 19 A 22Serial Issue

EFFECT OF PRINCIPAL CONSOLIDATION STRESS DIFFERENCE ON UNDRAINED SHEAR STRENGTH.KHERA RP; KRIZEK RJ.1968; SOIL FOUND.; JPN; 1968(3), VOL. 8, NUM. 0001, P. 1 A 17Miscellaneous

STABILITY OF VERTICAL CORNER CUT WITH CONCENTRATED SURCHARGE LOAD.GIGER MW; KRIZEK RJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 31-40; BIBL. 4 REF.; 6 ILL.Article

STRESS-DEFORMATION-TIME BEHAVIOR OF DREDGINGS.SALEM AM; KRIZEK RJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 139-157; BIBL. 14 REF.; 9 ILL.Article

SATURATED SAND AS AN INELASTIC TWO-PHASE MEDIUM.BAZANT ZP; KRIZEK RJ.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; 1975, VOL. 101, NUM. 0004, P. 317 A 332Serial Issue

RANDOMNESS OF SETTLEMENT RATE UNDER STOCHASTIC LOAD.ALONSO EE; KRIZEK RJ.1974; BROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 6; PP. 1211-1226; BIBL. 3 REF.; 5 ILL.Article

NONLINEAR DYNAMIC RESPONSE OF SOFT CLAY.KRIZEK RJ; FRANKLIN AG.1969; A.S.T.M. SPEC. TECH. PUBL; USA; 1969, NUM. 0450, P. 96 A 114Miscellaneous

BEHAVIOUR OF BURIED CONCRETE PIPE = COMPORTEMENT DES CANALISATIONS ENTERREES EN BETONKRIZEK RJ; MCQUADE PV.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 7; PP. 815-836; BIBL. 9 REF.Article

TIME-DEPENDENT DEVELOPMENT OF STRENGTH IN DREDGINGS.KRIZEK RJ; SALEM AM.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 3; PP. 169-184; BIBL. 6 REF.; 13 ILL.Article

ENDOCHRONIC CONSTITUTIVE LAW FOR LIQUEFACTION OF SAND.BAZANT ZP; KRIZEK RJ.1976; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 225-238; BIBL. 15 REF.; 4 ILL.Article

STABILITY ANALYSIS OF VERTICAL CUT WITH VARIABLE CORNER ANGLE.GIGER MW; KRIZEK RJ.1975; SOILS FOUND.; JAP.; DA. 1975; VOL. 15; NO 2; PP. 63-71; BIBL. 7 REF.; 5 ILL.Article

EXPERIMENTAL STUDY OF CLAY DEFORMABILITY IN TERMS OF INITIAL FABRIC.KRIZEK RJ; EDIL TB.1974; RHEOL. ACTA; ALLEM.; DA. 1974; VOL. 13; NO 4-5; PP. 803-813; BIBL. 8 REF.; 8 ILL.; (6TH INT. CONGR. RHEOL. PROC.; LYON; 1972)Conference Paper

ON CERTAIN PLASTICITY SOLUTIONS IN SOIL MECHANICSRECHEA M; KRIZEK RJ.1971; J. FRANKLIN INST.; U.S.A.; DA. 1971; VOL. 292; NO 3; PP. 153-167; BIBL. 7 REF.Serial Issue

PROPERTIES OF SLIGHTLY ORGANIC TOPSOILS.HOLTZ RD; KRIZEK RJ.1970; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV; USA; 1970(6), VOL. 96, P. 29 A 40Miscellaneous

BOUNDS FOR TUNNEL ROOF SUPPORT.GIGER MW; KRIZEK RJ.sdIN: C.R. 9. SYMP. CANAD. MEC. ROCHES; MONTREAL; 1973; OTTAWA DIR. MINES MINIST. ENERG. MINES RESSOUR.,1974, P. 299 A 322Miscellaneous

PREPARATION OF ISOTROPICALLY CONSOLIDATED DAY SAMPLES WITH RANDOM FABRICS.EDIL TB; KRIZEK RJ.1977; J. TESTG EVAL.; U.S.A.; DA. 1977; VOL. 5; NO 5; PP. 406-412; BIBL. 10 REF.Article

SAMPLING OF MAINTENANCE DREDGINGS = PRISE D'ECHANTILLONS LORS DES DRAGAGES D'ENTRETIENHUMMEL PL; KRIZEK RJ.1974; J. TESTG EVAL.; U.S.A.; DA. 1974; VOL. 2; NO 3; PP. 139-145; BIBL. 1 REF.Article

STABILITY CHARTS FOR INHOMOGENEOUS SOIL CONDITIONS.KRUGMANN PK; KRIZEK RJ.1973; GEOTECH. ENGNG; THA; 1973, VOL. 4, NUM. 0001, P. 1 A 13Serial Issue

COMPLEX VISCOSITY OF A KAOLIN CLAY.FRANKLIN AG; KRIZEK RJ.1969; CLAYS CLAY MINER.; GBR; 1969, VOL. 17, NUM. 0002, P. 101 A 110Miscellaneous

FLOW AROUND A VERTICAL SHEETPILE EMBEDDED IN AN INCLINED STRATIFIED MEDIUM.KRIZEK RJ; ANAND VB.1968; WAT. RESOURCES RES.; USA; 1968(2), VOL. 4, NUM. 0001, P. 113 A 123Miscellaneous

DIRECTIONAL VANE STRENGTHS FOR DIFFERENT CLAY FABRICS AND STRESS CONDITIONSROSENFARB JL; KRIZEK RJ.1978; SOIL FOUND.; JPN; DA. 1978; VOL. 18; NO 3; PP. 1-11; BIBL. 11 REF.; 8 ILL.Article

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