Pascal and Francis Bibliographic Databases

Help

Search results

Your search

au.\*:("YASUHARA K")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 134

  • Page / 6

Export

Selection :

  • and

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

Undrained and drained cyclic triaxial tests on a marine clay = Essais triaxiaux cycliques non drainés sur une argile marineYASUHARA, K.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1095-1098Conference Paper

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

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

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

DECREASE IN MYOCARDIAL OXYGEN EXTRACTION WITH AORTIC CONSTRICTION IN THE DOGSAITO D; KUSACHI S; NISHIYAMA O et al.1982; AM. J. PHYSIOL., HEART CIRC. PHYSIOL.; ISSN 0363-6135; USA; DA. 1982; VOL. 11; NO 3; PP. 310-313; BIBL. 7 REF.Article

Recompression of normally consolidated clay after cyclic loadingYASUHARA, K; ANDERSEN, K.H.Soils and foundations. 1991, Vol 31, Num 1, pp 83-94, issn 0038-0806, 12 p.Article

Increase in undrained shear trength due to secondary compression = Accroissement de la résistance au cisaillement non drainé dû à une compression secondaireYASUHARA, K; UE, S.Soils and foundations. 1983, Vol 23, Num 3, pp 50-64, issn 0038-0806Article

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

EFFECT OF GRADED CORONARY CONSTRICTION ON THE FLOW RESERVE IN REGIONAL MYOCARDIUM IN DOGHARAOKA S; SAITO D; KUSACHI S et al.1979; JAP. HEART J.; JPN; DA. 1979; VOL. 20; NO 2; PP. 207-217; BIBL. 29 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

  • Page / 6