CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE.YASUHARA K.1976; SOILS FOUND.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 51-53; BIBL. 4 REF.; 1 ILL.Article

SECONDARY COMPRESSION OF ORGANIC SOILS.YAMANOUCHI T; YASUHARA K.1975; SOILS FOUND.; JAP.; DA. 1975; VOL. 15; NO 1; PP. 69-79; BIBL. 9 REF.; 12 ILL.Article

BEHAVIOUR OF SOFT CLAY UNDER REPEATED LOADINGS AND ITS APPLICATIONS TO FIELD PROBLEMS.YAMANOUCHI T; YASUHARA K.sdIN: ANAL. SOIL BEHAV. APPL. GEOTECH. STRUCT. TECH. SESSION SYMP. PROC.; KENSINGTON, N.S.W.; 1975; KENSINGTON UNISEARCH; , P. 337 A 351Miscellaneous

Overconsolidation of alluvial clays: Discussion = Surconsolidation des argiles alluviales. DiscussionYASUHARA, K.Soils and foundations. 1985, Vol 25, Num 1, pp 120-123, issn 0038-0806Article

DEFORMATION OF SATURATED SOFT CLAY UNDER REPEATED LOADING.YAMANOUCHI T; YASUHARA K.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 165-179; BIBL. 1 P.; 10 ILL.Conference Paper

SETTLEMENT OF CLAY SUBGRADES OF LOW BANK ROADS AFTER OPENING TO TRAFFIC.YAMANOUCHI T; YASUHARA K.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 115-119; BIBL. 8 REF.; 10 ILL.Conference Paper

Postcyclic undrained strength for cohesive soilsYASUHARA, K.Journal of geotechnical engineering. 1994, Vol 120, Num 11, pp 1961-1979, issn 0733-9410Article

A practical model for secondary compression = Un modèle pratique pour étudier la compression secondaireYASUHARA, K.Soils and foundations. 1982, Vol 22, Num 4, pp 45-56, issn 0038-0806Article

PREVENTING ETHYLENE PLANT EXPLOSIONS WITH AND EXTRUDER.YASUHARA K; KITA S; HIKI F et al.1977; CHEM. ENGNG PROGR.; U.S.A.; DA. 1977; VOL. 73; NO 12; PP. 40-43; BIBL. 1 REF.Article

METHODE POUR L'ETUDE DE LA RECOUVRANCE DE LA CONTRACTION DES ASSEMBLAGES DE COQUE DANS LE CAS D'UN SYSTEME DE CONCEPTION ASSISTE PAR CALCULATRICEKOHTAKE S; TOMISAWA M; YASUHARA K et al.1981; J. SOC. NAV. ARCHIT. JPN.; ISSN 0514-8499; JPN; DA. 1981-12; VOL. 150; PP. 559-563; ABS. ENG; BIBL. 2 REF.Article

CYCLIC STRENGTH AND DEFORMATION OF NORMALLY CONSOLIDATED DAY = RESISTANCE CYCLIQUE ET DEFORMATION D'ARGILE NORMALEMENT CONSOLIDEEYASUHARA K; YAMANOUCHI T; HIRAO K et al.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 3; PP. 77-91; BIBL. 12 REF.Article

APPROXIMATE PREDICTION OF SOIL DEFORMATION UNDER DRAINED-REPEATED LOADING = PREVISION APPROXIMATIVE DE LA DEFORMATION DU SOL SOUS UN CHARGEMENT REPETE DRAINEYASUHARA K; YAMANOUCHI T; FUJIWARA H et al.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 13-25; BIBL. 10 REF.Article

Influences of sea level rise due to grobal warming on earth structures and foundationsYASUHARA, K; ADACHI, M.Tsuchi to kiso. 1994, Vol 42, Num 6, pp 51-54, issn 0041-3798Article

Recompression of normally consolidated clay after cyclic loadingYASUHARA, K; ANDERSEN, K. H.Publikasjon - Norges Geotekniske Institutt. 1992, Vol 185, issn 0078-1193, 12 p.Article

Effects of polysubstitution on mesomorphic properties : chloro derivatives of 4-methoxyphenyl 4-(phenyliminomethyl)-benzoate and related compoundsMATSUNAGA, Y; YASUHARA, K.Molecular crystals and liquid crystals : (1990). 1991, Vol 195, pp 239-249, 11 p.Article

Increase in undrained shear strength due to secondary compression. Discussion = Augmentation de la résistance au cisaillement en milieu non draîné due à la compression secondaire. Clôture de la discussionYASUHARA, K; UE, S.Soils and foundations. 1984, Vol 24, Num 3, pp 115-119, issn 0038-0806Article

Cyclic strength of underconsolidated clayHIRAO, K; YASUHARA, K.Soils and foundations. 1991, Vol 31, Num 4, pp 180-186, issn 0038-0806Article

Post-cyclic recompression settlement of clay = Tassement d'argile par recompression post-cycliqueYASUHARA, K; ANDERSEN, K.H.International conference on soil dynamics and earthquake engineering. 4. 1989, pp 159-167, 9 p.Conference Paper

Membranes in layered soils beneath pipelines = Utilisation de géomembranes dans des sols stratifiés sous des pipelinesHYDE, A.F.L; YASUHARA, K.International geotechnical symposium on theory and practice of earth reinforcement. 1988, pp 197-201, 5 p.Conference Paper

Application of the boundary element method for axisymmetric Biot's consolidation = Application de la méthode des éléments limites à la consolidation axisymétrique de BiotARAMAKI, G; YASUHARA, K.Engineering analysis. 1985, Vol 2, Num 4, pp 184-191, issn 0264-682XArticle

COMPARATIVE EFFECTS OF HEART RATE AND AORTIC BLOOD PRESSURE ON MVO₂ IN THE ANESTHETIZED OPEN-CHEST DOGSAITO D; YASUHARA K; NISHIYAMA O et al.1981; JPN. HEART J.; ISSN 0021-4868; JPN; DA. 1981; VOL. 22; NO 5; PP. 833-837; BIBL. 10 REF.Article

INCREASE IN STENOTIC RESISTANCE FOLLOWING A BRIEF CORONARY OCCLUSION IN THE ANESTHETIZED OPEN-CHEST DOGSAITO D; YASUHARA K; TAKEDA H et al.1982; ACTA MED. OKAYAMA; ISSN 0386-300X; JPN; DA. 1982; VOL. 36; NO 3; PP. 199-205; BIBL. 14 REF.Article

RIGHT AND LEFT VENTRICULAR OXYGEN METABOLISM IN OPEN-CHEST DOGSKUSACHI S; NISHIYAMA O; YASUHARA K et al.1982; AM. J. PHYSIOL., HEART CIRC. PHYSIOL.; ISSN 0363-6135; USA; DA. 1982; VOL. 12; NO 5; PP. 761-766; BIBL. 16 REF.Article

PRIMARY PULMONARY HYPERTENSION IMPROVED BY LONGTERM ORAL ADMINISTRATION OF NIFEDIPINESAITO D; HARAOKA S; YOSHIDA H et al.1983; AMERICAN HEART JOURNAL; ISSN 0002-8703; USA; DA. 1983; VOL. 105; NO 6; PP. 1041-1042; BIBL. 7 REF.Article

Développements récents de la récupération du sol à Kyshu au JaponYASUHARA, K; HIRAO, T; KITAMURA, R et al.Tsuchi to kiso. 1988, Vol 36, Num 3, pp 73-79, issn 0041-3798Article