IMPROVEMENT OF PEAT: A CASE HISTORY = AMELIORATION DE LA TOURBE: UN EXEMPLEEDIL TB.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM; A.A. BALKEMA; DA. 1983; VOL. 2; PP. 739-744; BIBL. 11 REF.; 4 TAB. ; TABL./ILL.Conference Paper

CONSOLIDATION BEHAVIOR OF PEATS = COMPORTEMENT EN CONSOLIDATION DES TOURBESDHOWIAN AW; EDIL TB.1980; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1980; VOL. 3; NO 3; PP. 105-114; BIBL. 23 REF.Article

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

MECHANICS OF COASTAL LANDSLIDES AND THE INFLUENCE OF SLOPE PARAMETERS = MECANISME DES GLISSEMENTS DE TERRAIN COTIERS ET INFLUENCE DES PARAMETRES DU VERSANTEDIL TB; VALLEJO LE.1980; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1980; VOL. 16; NO 1-2; PP. 83-96; BIBL. 1 P.; 1 TAB. ; ILL./TABL.Article

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

AT-REST LATERAL PRESSURE OF PEAT SOILS = PRESSION LATERALE SANS DEFORMATION DE SOLS TOURBEUXEDIL TB; DHOWIAN AW.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT 2; PP. 201-217; BIBL. 16 REF.Article

ANALYSIS OF LONG-TERM COMPRESSION OF PEATS = ESSAIS DE COMPRESSION PROLONGEE A LONG TERME D'ECHANTILLONS DE TOURBEEDIL TB; DHOWIAN AW.1979; GEOTECH. ENG.; ISSN 0046-5828; THA; DA. 1979; VOL. 10; NO 2; PP. 159-178; BIBL. 2 P.; ILL.Article

CONSOLIDATION BEHAVIOUR OF PEATSDHOWIAN AW; EDIL TB.1980; GEOTECH. TESTING J.; ISSN 0149-6115; GBR; DA. 1980; VOL. 3; NO 3; PP. 105-114; BIBL. 23 REF.Article

AT-REST LATERAL PRESSURE OF PEAT SOILSEDIL TB; DHOWIAN AW.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO 2; PP. 201-220; BIBL. 16 REF.Article

PROPOSED CRITERIA FOR INTERPRETING STABILITY OF LAKESHORE BLUFFS = PROPOSITION DE CRITERES POUR L'INTERPRETATION DE LA STABILITE DES CAPS A PIC DANS LES LACSEDIL TB; HAAS BJ.1980; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1980; VOL. 16; NO 1-2; PP. 97-110; BIBL. 7 REF.; 1 TAB. ; ILL./TABL.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

SHORELINE EROSION AND LANDSLIDES IN THE GREAT LAKES.EDIL TB; VALLEJO LE.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 2; PP. 51-57; BIBL. 6 REF.; 8 ILL.Conference Paper

DISCUSSION OF "GROUND-WATER FLOW SYSTEMS AND STABILITY OF A SLOPE", AND REPLYGNAEDINGER JP; STERRETT RJ; EDIL TB et al.1982; GROUND WATER; ISSN 0017-467X; USA; DA. 1982-06; VOL. 20; NO 3; PP. 353; BIBL. 1 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

MATHEMATICAL MODEL FOR ONE-DIMENSIONAL DESICCATION AND CONSOLIDATION OF SEDIMENTED SOILS = UN MODELE MATHEMATIQUE DE LA DESSICATION ET DE LA CONSOLIDATION UNI-DIMENSIONNELLES DE SOLS SEDIMENTESCASTELEIRO M; KRIZEK RJ; EDIL TB et al.1981; INTERNATIONAL J. NUMER. AND METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 2; PP. 195-215; BIBL. 10 REF.; ILL.Article

DIRECTIONAL CREEP RESPONSE OF ANISOTROPIC CLAYS.KRIZEK RJ; CHAWLA KS; EDIL TB et al.1977; GEOTECHNIQUE; G.B.; DA. 1977; VOL. 27; NO 1; PP. 37-51; ABS. FR.; BIBL. 20 REF.; 8 ILL.Article

EFFECT OF GRAIN CHARACTERISTICS ON PACKING OF SANDS.EDIL TB; KRIZEK RJ; ZELASKO JS et al.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 46 A 54Miscellaneous

MATHEMATICAL MODEL FOR ONE-DIMENSIONAL DESICCATION AND CONSOLIDATION OF SEDIMENTED SOILS = MODELE MATHEMATIQUE POUR UNE DESSICATION UNIDIMENSIONNELLE ET UNE CONSOLIDATION DE SOLS SEDIMENTAIRESCASTELEIRO M; KRIZEK RJ; EDIL TB et al.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 2; PP. 195-215; BIBL. 10 REF.Article

SHEAR BEHAVIOR OF SANDS AS A FUNCTION OF GRAIN CHARACTERISTICS.ZELAJKO JS; KRIZEK RJ; EDIL TB et al.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 55 A 64Miscellaneous

EFFECT OF GRAIN CHARACTERISTICS ON PACKING OF SANDSEDIL TB; KRIZEK RJ; ZELASKO JS et al.1975; IN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL; ISTANBUL TEK. UNIV.; DA. 1975; VOL. 1; PP. 46-54; BIBL. 12REF.; 4 ILL.Conference Paper

SOIL SHEAR STRENGTH VARIATION IN SOILS OF A BATAVIA SILT LOAM MAPPING UNIT.VENEMAN PLM; BOUMA J; EDIL TB et al.1976; SOIL SCI. SOC. AMER. J.; U.S.A.; 1976, VOL. 40, NUM. 0003, P. 462 A 465Serial Issue

PREPARATION AND IDENTIFICATION OF CLAY SAMPLES WITH CONTROLLED FABRIC.KRIZEK RJ; EDIL TB; OZAYDIN IK et al.1975; ENGNG GEOL.; NLD; 1975, VOL. 9, NUM. 0001, P. 13 A 38Serial Issue

A MICROMECHANISTIC FORMULATION FOR STRESS-STRAIN RESPONSE OF CLAY. = UNE FORMULATION EN MICROMECANIQUE POUR LA REPONSE CONTRAINTE-DEFORMATION DE L'ARGILEEDIL TB; MURA T; KRIZEK RJ et al.1975; INTERNATION. J. ENGNG SCI.; G.B.; 1975, VOL. 13, NUM. 0009-0010, P. 831 A 840Serial Issue

MECHANICAL BEHAVIOR AND TESTING METHODS OF UNSATURATED SOILS = LE COMPORTEMENT MECANIQUE ET LES METHODES DE CONTROLE DES SOLS NON SATURESEDIL TB; MOTAN SE; TOHA FX et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 114-129; BIBL. 20 REF.; ILL.Conference Paper