A KEY TO SOLUTION OF THE IRROTATIONAL CONSOLIDATION AND ITS APPLICATION TO CYLINDRICAL CLAY = UNE CLEF POUR LA SOLUTION DE LA CONSOLIDATION IRROTATIONNELLE ET SON APPLICATION A L'ARGILE CYLINDRIQUEKUMAMOTO N; YOSHIKUNI H.1981; SOILS FOUND; ISSN 0038-0806; JPN; DA. 1981; VOL. 21; NO 2; PP. 35-46; BIBL. 9 REF.; 4 TAB. ; TABL./ILL.Article

CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE.YOSHIKUNI H; NAKANODO H.1975; SOILS FOUND.; JAP.; DA. 1975; VOL. 15; NO 1; PP. 17-27; BIBL. 4 REF.; 7 ILL.Article

CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE.YOSHIKUNI H; NAKANODO H.1977; SOILS FOUND.; JAP.; DA. 1977; VOL. 17; NO 2; PP. 61-64; BIBL. 1 REF.Article

CONSTANT LOADING RATE CONSOLIDATION TEST.ABOSHI H; YOSHIKUNI H; MARUYAMA S et al.1970; SOIL FOUND.; JPN; 1970(3), VOL. 10, NUM. 0001, P. 43 A 56Miscellaneous

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Pression de pores d'eau pour des essais de compression triaxiale non drainés sur des argiles saturéesMORIWAKI, T; FUKUSHIMA, S; YOSHIKUNI, H et al.Tsuchi to kiso. 1988, Vol 36, Num 9, pp 55-60, issn 0041-3798Article

Settlement behavior of improved ground with a vertical drain system = Comportement au tassement d'un sol amélioré par un système de drainage verticalKUMAMOTO, N; SUMIOKA, N; MORIWAKI, T et al.Soils and foundations. 1988, Vol 28, Num 1, pp 77-88, issn 0038-0806Article

Rebound due to partial unloading and subsequent recompression behaviour in 1-D consolidationYOSHIKUNI, H; MORIWAKI, T; IKEGAMI, S et al.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 233-238, isbn 90-5410-537-2, 2VolConference Paper

Estimation of the slope failure using remote sensing dataSHIMA, S; YOSHIKUNI, H.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 1281-1285, isbn 90-5809-081-7Conference Paper

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Direct determination of permeability of clay from constant rate of strain consolidation testsYOSHIKUNI, H; MORIWAKI, T; IKEGAMI, S et al.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 609-614, isbn 90-5410-537-2, 2VolConference Paper

One-dimensional consolidation analysis based on an elasto-viscous liquid modelYOSHIKUNI, H; OKADA, M; IKEGAMI, S et al.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 505-512, isbn 90-5410-537-2, 2VolConference Paper

Behavior and control of cable duct in proximity to ground excavation workHANAKURA, H; SAKATA, N; YOSHIKUNI, H et al.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 505-511, isbn 90-5809-106-6Conference Paper

HTLV-I carrier mothers with high-titer antibody are at high risk as a source of infectionHINO, S; DOI, H; YOSHIKUNI, H et al.Japanese journal of cancer research. 1987, Vol 78, Num 11, pp 1156-1158, issn 0910-5050Article