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

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

SEISMIC ANALYSIS OF AN EARTH DAM BASED ON ENDOCHRONIC THEORY = ANALYSE SISMIQUE D'UN BARRAGE EN TERRE BASE SUR LA THEORIE ENDOCHRONIQUEANSAL AM; KRIZEK RJ; BAZANT ZP et al.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 559-576; BIBL. 1 P.; ILL.Conference Paper

CONSOLIDATION AROUND SAND DRAINS IN NON-DARCIAN SOILSKRIZEK RJ; ELNAGGAR HA; AZZOUZ AS et al.1976; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1976; VOL. 82; NO 1-2; PP. 99-119; ABS. ALLEM. RUSSE; BIBL. 15REF.Article

VISCOPLASTICITY OF TRANSVERSELY ISOTROPIC CLAYS = VISCOPLASTICITE DES ARGILES ISOTROPES TRANSVERSALEMENTBAZANT ZP; ANSAL AM; KRIZEK RJ et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 549-565; BIBL. 18 REF.Article

REGRESSION ANALYSIS OF SOIL COMPRESSIBILITY.AZZOUZ AS; KRIZEK RJ; COROTIS RB et al.1976; SOILS FOUND.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 19-29; BIBL. 16 REF.; 8 ILL.Article

SITE FACTORS CONTROLLING LIQUEFACTION = CONTROLE DE LA LIQUEFACTION PAR CONNAISSANCE DU SITEBLAZQUEZ RM; KRIZEK RJ; BAZANT ZP et al.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1980; VOL. 106; NO 7; PP. 785-801; BIBL. 20 REF.; ILL.Article

GRANULAR MEDIA FILTRATION OF DREDGING EFFLUENTSATMATZIDIS DK; FITZPATRICK JA; KRIZEK RJ et al.1979; PROC. AMER. SOC. CIC. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1979; VOL. 105; NO 1; PP. 33-50; BIBL. 18 REF.Article

DESICCATION AND CONSOLIDATION OF DREDGED MATERIALS. = DESSECHEMENT ET CONSOLIDATION DES MATERIAUX DRAGUESKRIZEK RJ; CASTELEIRO M; EDIL TB et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 12; PP. 1399-1418; BIBL. 22 REF.Article