THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS = ETUDE DE TROIS CAS DE STABILITE A COURT TERME DE DEPOTS D'ARGILE MOLLEHANZAWA H.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 140-154; BIBL. 25 REF.Article

UNDRAINED STRENGTH AND STABILITY ANALYSIS FOR A QUICK SAND = LA RESISTANCE MECANIQUE NON DRAINEE ET L'ANALYSE DE LA STABILITE DES SABLES MOUVANTSHANZAWA H.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 2; PP. 17-29; BIBL. 15 REF.; 1 TAB. ; ILL./TABL.Article

GEOTECHNICAL PROPERTIES OF NORMALLY CONSOLIDATED FAO CLAY, IRAQ.HANZAWA H.1977; SOIL FOUND.; JAP.; DA. 1977; VOL. 17; NO 4; PP. 1-15; BIBL. 3 REF.; 16 ILL.Article

FIELD AND LABORATORY BEHAVIOUR OF KHOR AL-ZUBAIR CLAY, IRAQ.HANZAWA H.1977; SOIL FOUND.; JAP.; DA. 1977; VOL. 17; NO 4; PP. 17-30; BIBL. 7 REF.; 15 ILL.Article

DEEP SOIL IMPROVEMENT WITH THE FABRIC PACKED SAND DRAIN METHOD UNDER SEA WATER = AMELIORATION DU SOL EN PROFONDEUR PAR LA METHODE DU DRAIN EN SABLE TASSE, PROTEGE PAR FIBRE SYNTHETIQUE SOUS LA MERHANZAWA H; KISHIDA T.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. 841-846; BIBL. 9 REF.; ILL.Conference Paper

Undrained strength characteristics of normally consolidated aged clay = Caractéristiques de résistance non drainée d'argile vieillie normalement consolidéHANZAWA, H.Soils and foundations. 1983, Vol 23, Num 3, pp 39-49, issn 0038-0806Article

DETERMINATION OF IN-SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS = DETERMINATION DE LA RESISTANCE NON DRAINE DE DEPOTS D'ARGILE MOLLEHANZAWA H; KISHIDA T.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 1-14; BIBL. 13 REF.Article

A new approach to determine soil parameters free from regional variations in soil behavior and technical qualityHANZAWA, H.Soils and foundations. 1992, Vol 32, Num 1, pp 71-84, issn 0038-0806Article

Undrained strength characteristics of normally consolidated aged clay = Résistance non drainée d'argile âgée normalement consolidéeHANZAWA, H.Soils and foundations. 1983, Vol 23, Num 3, pp 39-49, issn 0038-0806Article

DETERMINATION OF IN SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS = DETERMINATION DE LA RESISTANCE NON DRAINEE DE DEPOTS D'ARGILES MEUBLESHANZAWA H; KISHIDA T.1982; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 1-14; BIBL. 13 REF.; 1 TAB. ; ILL./TABL.Article

Evaluation of design parameters for soft clays as related to geological stress history = Evaluation des paramètres de conception pour les argiles molles en relation avec l'histoire des contraintes géologiquesHANZAWA, H.Soils and foundations. 1989, Vol 29, Num 2, pp 99-111, issn 0038-0806Article

Three case studies for short term stability of soft clay deposits. Closure = Etude de trois cas de stabilité à court terme d'argiles molles. RéponseHANZAWA, H.Soils and foundations. 1984, Vol 24, Num 2, pp 141-144, issn 0038-0806Article

Three case studies for short term stability of soft clay deposits = Trois exemples d'étude de la stabilité à court terme de dépôts d'argile molleHANZAWA, H.Soils and foundations. 1983, Vol 23, Num 2, pp 140-154, issn 0038-0806Article

ELASTIC INCOMPATIBILITY STRESSES IN A BICRYSTAL BODYOHASHI T; HANZAWA H; KISHIDA M et al.1980; NIPPON KINZOKU GAKKAISHI (1952); ISSN 0021-4876; JPN; DA. 1980; VOL. 44; NO 8; PP. 876-883; ABS. ENG; BIBL. 28 REF.Article

ON INTERFERENCE OF CIRCULAR NOTCHES AND LOADED ENDS (2ND REPORT, AXISYMMETRIC PROBLEMS)HANZAWA H; KISHIDA M; UEDA S et al.1979; BULL. JSME; ISSN 0021-3764; JPN; DA. 1979; VOL. 22; NO 174; PP. 1699-1704; BIBL. 4 REF.Article

DYNAMIC INTERFERENCE BETWEEN A CRACK AND A PLANE BOUNDARY (DYNAMIC STRESS INTENSITY FACTOR INDUCED BY A PLANE HARMONIC SH-WAVEHANZAWA H; KISHIDA M; ASANO M et al.1981; BULL. JSME; ISSN 0021-3764; JPN; DA. 1981; VOL. 24; NO 192; PP. 895-901; BIBL. 14 REF.Article

EFFECTS OF COUPLE-STRESS ON STRESS CONCENTRATIONS OF NOTCHED BAR. INDIRECT FICTITIOUS-BOUNDARY INTEGRAL METHODKISHIDA M; SASAKI K; HANZAWA H et al.1983; BULLETIN OF THE JSME; ISSN 0021-3764; JPN; DA. 1983; VOL. 26; NO 214; PP. 494-498; BIBL. 7 REF.Article

ONE SOLUTION OF THREE-DIMENSIONAL BOUNDARY VALUE PROBLEMS IN THE COUPLE-STRESS THEORY OF ELASTICITYKISHIDA M; SASAKI K; HANZAWA H et al.1982; JOURNAL OF APPLIED MECHANICS; ISSN 0021-8936; USA; DA. 1982; VOL. 49; NO 3; PP. 519-524; BIBL. 16 REF.Article

EVALUATION OF SAMPLE QUALITY OF SANDY SOIL OBTAINED BY THE MODIFIED BISHOP SAMPLER = ESTIMATION DE LA QUALITE D'UN ECHANTILLON DE SOL SABLEUX OBTENU PAR L'ECHANTILLONNEUR DE BISHOP MODIFIEHANZAWA H; MATSUDA E; HIROSE M et al.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 3; PP. 17-31; BIBL. 17 REF.; 3 TAB. ; TABL./ILL.Article

ELASTIC INCOMPATIBILITY STRESSES IN A BICRYSTAL BODYOHASHI T; HANZAWA H; KISHIDA M et al.1980; J. JAP. INST. MET.; JPN; DA. 1980-08; VOL. 44; NO 8; PP. 876-883; BIBL. 28 REF.Article

UNDRAINED STRENGTH AND STABILITY ANALYSIS OF SOFT IRAGI CLAYSHANZAWA H; MATSUNO T; TSUJI K et al.1979; SOIL FOUND.; JPN; DA. 1979; VOL. 19; NO 2; PP. 1-14; BIBL. 5 REF.; 17 ILL.Article

STRESSES IN A CIRCULAR CYLINDRICAL SHELL HAVING TWO CIRCULAR RIGID INCLUSIONS. = CONTRAINTES DANS UNE COQUE CIRCULAIRE CYLINDRIQUE AYANT DEUX INCLUSIONS RIGIDES CIRCULAIRESHANZAWA H; KISHIDA M; MURAI M et al.1976; BULL. J.S.M.E.; JAP.; DA. 1976; VOL. 19; NO 133; PP. 731-738; BIBL. 10 REF.Article

Une méthode d'évaluation approximative par un rang virtuel de dislocations des contraintes élastiques dans des bicristaux incompatibles en cisaillementOHASHI, T; HANZAWA, H.Nippon Kinzoku Gakkaishi (1952). 1986, Vol 50, Num 11, pp 956-960, issn 0021-4876Article

Overconsolidation of alluvial clays = Surconsolidation d'argiles alluvialesHANZAWA, H; ADACHI, K.Soils and foundations. 1983, Vol 23, Num 4, pp 106-118, issn 0038-0806Article

Overconsolidation of alluvial clays = Surconsolidation des argiles alluvialesHANZAWA, H; ADACHI, K.Soils and foundations. 1983, Vol 23, Num 4, pp 106-118, issn 0038-0806Article