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MAXIMUM DE PLASTICITE, PHENOMENES DE CONSOLIDATION ET D'AFFAIBLISSEMENT DANS LES MATERIAUX METALLIQUES A 2 PHASESMOVCHAN BA; DEMCHISHIN AV; VADILENKO GF et al.1978; PROBL. PROCHN., U.S.S.R.; S.S.S.R.; DA. 1978; NO 2; PP. 61-64; BIBL. 7 REF.Article

CONSOLIDATION UNDER EMBANKMENT-TYPE LOADSBABUSHANKER N; SARMA KS; VENKATARATNAM M et al.1976; REV. CANAD. GEOTECH.; CANADA; DA. 1976; VOL. 13; NO 1; PP. 72-77; ABS. FR.; BIBL. 13 REF.Article

SUR L'UTILISATION D'UNE LOI DE CONSOLIDATION EN PUISSANCE POUR L'ANALYSE DU PROCESSUS DE CONSOLIDATION D'ALLIAGES AU TITANE DE DIFFERENTES STABILITESPAVLOV IM; PANOVKO VM; TARASEVICH YU F et al.1978; PROBL. PROCHN., U.S.S.R.; S.S.S.R.; DA. 1978; NO 2; PP. 83-86; BIBL. 10 REF.Article

FINITE ELEMENT ANALYSIS OF PRIMARY AND SECONDARY CONSOLIDATION USING LAPLACE TRANSFORMS.BOOKER JR; SMALL JC.sdIN: FINITE ELEM. METHODS ENG. INT. CONF. PROC.; ADELAIDE, AUST.; 1976; S.L.; DA. S.D.; PP. 32.1-32.19; BIBL. 1 P. 1/2Conference Paper

RECTANGULAR HYPERBOLA FITTING METHOD FOR ONE DIMENSIONAL CONSOLIDATIONSRIDHARAN A; RAO AS.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 4; NO 4; PP. 161-168; BIBL. 4 REF.Article

CONSOLIDATION OF FINE GRAINED COLUMBIA RIVER ALLUVIUM.RIPPE AH; SCHROEDER WL.sdIN: ANNU. ENG. GEOL. SOILS ENG. SYMP. 14. PROC.; BOISE, IDAHO; 1976; S.L.; DA. S.D.; PP. 191-207; BIBL. 8 REF.Conference Paper

INTERACTION OF SUPERSTRUCTURE-SOIL UNDER RESTRAINED SETTLINGKOMORNIK A; MAZURIK A.1974; REV. CANAD. GEOTECH.; CANADA; DA. 1974; VOL. 11; NO 4; PP. 470-481; ABS. FR.; BIBL. 14 REF.Article

EXTENDED USE OF OEDOMETER TEST DATA. = UTILISATION ETENDUE DES RESULTATS D'ESSAI PAR OEDOMETREBOLOGNESI AJL.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 9; PP. 1075-1080; BIBL. 3 REF.; 4 ILL.Article

CONSOLIDATION AND SHEAR STRENGTH OF SOFT ORGANIC CLAY OF BREMERHAVEN.RIZKALLAH V; BLUMEL W; RICHWEIN W et al.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 133-145; BIBL. 9 REF.; 9 ILL.Conference Paper

TIME- AND STRESS-COMPRESSIBILITY INTERRELATIONSHIP.GHOLAMREZA MESRI; GODLEWSKI PM.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 5; PP. 417-430; BIBL. 2 P.; 9 ILL.Article

COMPOSITION AND COMPRESSIBILITY OF TYPICAL SAMPLES OF MEXICO CITY CLAYMESRI G; ROKHSAR A; BOHOR BF et al.1975; GEOTECHNIQUE; G.B.; DA. 1975; VOL. 25; NO 3; PP. 527-554; BIBL. 1P.Article

CONSOLIDATION OF FIBROUS PEATBERRY PL; VICKERS B.1975; PROC. AMER. SOC. CIV. ENGRS J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 8; PP. 741-753; BIBL. 10 REF.; 12 ILL.Article

A new two point method of obtaining Cv from a consolidation test. DiscussionPRAKASH, K.Canadian geotechnical journal. 1996, Vol 33, Num 5, pp 849-850, issn 0008-3674Article

Primary and secondary consolidationFEDA, J.Developments in geotechnical engineering. 1992, Vol 68, pp 266-292, issn 0165-1250Article

Primary/secondary compression solution algorithm = Algorithme de solution pour la compression primaire/secondaireTHOMAS, H. R; BENDANI, K.Journal of computing in civil engineering. 1988, Vol 2, Num 4, pp 380-397, issn 0887-3801Article

Nonunited carpal scaphoid fracture in a child : Treatment with pulsed electromagnetic field stimulationGODLEY, D. R.Orthopedics (Thorofare). 1997, Vol 20, Num 8, pp 718-719, issn 0147-7447Article

EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYSWATABE, Yoichi; UDAKA, Kaoru; KOBAYASHI, Masaki et al.Soils and foundations. 2008, Vol 48, Num 4, pp 547-561, issn 0038-0806, 15 p.Article

Primary and secondary microvascular reconstruction of the upper extremityLEVIN, L. Scott; ERDMANN, Detlev.Hand clinics. 2001, Vol 17, Num 3, issn 0749-0712, ix, 447-455 [10 p.]Article

Experiment Setup for Shear Wave and Electrical Resistance Measurements in an OedometerLEE, Changho; LEE, Jong-Sub; LEE, Woojin et al.ASTM geotechnical testing journal. 2008, Vol 31, Num 2, pp 149-156, issn 0149-6115, 8 p.Article

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