A NEW PARAMETER TO MEASURE DEGREE OF SHEAR DEFORMATION OF GRANULAR MATERIAL IN TRIAXIAL COMPRESSION TESTS.MOROTO N.1976; SOILS FOUND.; JAP.; DA. 1976; VOL. 16; NO 4; PP. 1-9; BIBL. 6 REF.; 8 ILL.Article

AN APPLICATION OF MOGAMI'S STRENGTH FORMULA TO THE CLASSIFICATION OF GRANULAR SOILS = APPLICATION DE LA FORMULE DE RESISTANCE DE MOGAMI A LA CLASSIFICATION DES SOLS GRANULAIRESMOROTO N.1982; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 1; PP. 82-90; BIBL. 11 REF.; 3 TAB. ; ILL./TABL.Article

SHEARING DEFORMATION OF GRANULAR MATERIALS = LA DEFORMATION CISAILLANTE DES MATERIAUX GRANULAIRESMOROTO N.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 2; PP. 113-118; BIBL. 4 REF.; ILL.Article

THE STRENGTH COEFFICIENT K OF GRANULAR SOILS. = LE COEFFICIENT K DE RESISTANCE DES SOLS GRANULAIRESMOROTO N.sdIN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL ISTANBUL TEK. UNIV.,1975, VOL. 1, P. 85 A 92Miscellaneous

Dimensionnement des murs de soutènement stables et coût de la constructionMOROTO, N.Tsuchi to kiso. 1985, Vol 33, Num 8, pp 9-24, issn 0041-3798Article

Shearing deformation of sand under three different principal stress = Déformation par cisaillement de sable soumis à trois contraintes principales différentesMOROTO, N.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 46-52, 7 p.Conference Paper

Dimension of stable retaining walls and the construction costMOROTO, N.Conference retaining structures. 1993, pp 800-806Conference Paper

Mechanical behavior of two typical compacted volcanic soils in Hachinohe, Japan under diferent sample preparation methodsMOROTO, N.Soils and foundations. 1991, Vol 31, Num 2, pp 108-116, issn 0038-0806, 9 p.Article

On deformation of granular material in simple shear = Sur la déformation des matériaux granulaires dans les cisaillements simplesMOROTO, N.Soils and foundations. 1987, Vol 27, Num 1, pp 77-85, issn 0038-0806Article

Discussion on «An application of Mogami's strength formula to the classification of granular soils» = Discussion sur «Application de la formule de calcul de la résistance de Mogami pour la classification des sols granulaires»MOROTO, N.Soils and foundations. 1983, Vol 23, Num 2, pp 176-177, issn 0038-0806Article

State parameter of granular soilsMOROTO, N.Symposium on developments in geotechnical engineering. 1994, pp 135-138Conference Paper

Triaxial compression test for reinforced sand with a flexible tension memberMOROTO, N.International symposium on earth reinforcement practice. 1992, pp 131-134Conference Paper

Shear work and pore water pressure in undrained shear : Discussion = Cisaillement et pression interstitielle dans le cisaillement non drainé : DiscussionMOROTO, N.Soils and foundations. 1986, Vol 26, Num 2, pp 103-105, issn 0038-0806Article

Strength of granular material in simple shear. Discussion; Closure = Détermination de la résistance mécanique de matériau granulaire à partir d'essai de cisaillement simple. Discussion et conclusionWOOD, D.M; MOROTO, N.Soils and foundations. 1989, Vol 29, Num 2, pp 155-157, issn 0038-0806Article

Développement et application d'un système d'information compact sur les profils subsuperficielsMOROTO, N; HASEGAWA, A.Tsuchi to kiso. 1989, Vol 37, Num 1, pp 41-46, issn 0041-3798Article

Anisotropic elastic stress formulae applicable to reinforced earth = Formules de contrainte élastique anisotrope applicable aux terres arméesMOROTO, N; HASEGAWA, A.Soils and foundations. 1990, Vol 30, Num 1, pp 172-178, issn 0038-0806Article

Frost susceptibility of soils in Aomori province, Japan = La gélivité des sols dans la province d'Aomori, JaponMOROTO, N; SAKURADAD, T.Frost in geotechnical engineering. International symposium. 1989, Num 95, pp 547-564, issn 0357-9387Conference Paper

K₀ value and degree of anisotropy of overconsolidated clay = Valeur K₀ et degré d'anisotropie des argiles surconsolidéesMOROTO, N; MURAMATSU, M.Southeast Asian geotechnical conference. 9. 1987, pp 25-32Conference Paper

Anisotropic elastic stress formulae applicable to reinforced earth = Formules de contrainte élastique anisotrope, applicables à la terre arméeMOROTO, N; HASEGAWA, A.Soils and foundations. 1990, Vol 30, Num 1, pp 172-178, issn 0038-0806Article

Russian journal 'bases, foundations and soil mechanics' profile and abstracts of selected papersMOROTO, N; TAKAHASHI, M; MAMONOV, V. M et al.Tsuchi to kiso. 1995, Vol 43, Num 4, pp 46-49, issn 0041-3798Article

Long term settlement of very soft level groundMOROTO, N.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 641-646, isbn 90-5410-537-2, 2VolConference Paper

«Skull punch» for craniotomy in neonates and infantsMOROTO, N; SAKAMOTO, K; KOBAYASHI, N et al.Child's nervous system (Print). 1989, Vol 5, Num 3, pp 190-192, issn 0256-7040Article

Liquefaction potential of sandy ground derived from energy considerationMOROTO, N.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 905-910, isbn 90-5410-578-X, 2VolConference Paper

A new classification chart for sand liquefactionSHIMOBE, S; MOROTO, N.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 315-320, isbn 90-5410-578-X, 2VolConference Paper

Shear strength of undisturbed Takadate loam soil due to cementationYANG, J; MOROTO, N; HASEGAWA, A et al.International symposium on problematic soils IS-Tohoku '98. 1998, pp 203-206, isbn 90-5410-997-1Conference Paper