CRITICAL REAPPRAISAL OF PLASTICITY INDEX OF SOILSNAGARAJ TS; JAVADEVA MS.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 7; PP. 994-1000; BIBL. 18 REF.Article

RIGID-PLASTIC THEORY OF REINFORCED EARTHSAWICKI A.1979; ARCH. HYDROTECH.; POL; DA. 1979; VOL. 26; NO 3; PP. 419-428; ABS. POL/RUS; BIBL. 4 REF.Article

A NEW CONCEPTION OF THE PLASTIC AND LIQUID LIMITS OF CLAYFAURE A.1981; SOIL TILLAGE RES.; NLD; DA. 1981; VOL. 1; NO 2; PP. 97-105; BIBL. 22 REF.Article

METHODS FOR CHARACTERIZING ADOBE BUILDING MATERIALS.CLIFTON JR; BROWN PW; ROBBINS CR et al.1978; NATION. BUR. STAND., TECH. NOTE; USA; DA. 1978; NO 977; PP. 1-52; BIBL. 2 P.Serial Issue

BERECHNUNGSMETHODEN DER EINFACHEN PLASTIZITAETSTHEORIE (TRAGLASTVERFAHREN THEORIE I-ORDNUNG) UNTER BERUECHSICHTIGUNG DER PRAHNTISCHEN ANWENDUNG = METHODES DE CALCUL DE LA THEORIE DE PLASTICITE SIMPLE (THEORIE DU 1ER ORDRE DU CALCUL PLASTIQUE) A PARTIR D'EXEMPLES PRATIQUESBAGHERNEJAG H.1978; STAHLBAU; DEU; DA. 1978; VOL. 47; NO 7; PP. 216-223; BIBL. 6 REF.Article

ERDBEBENPROBLEME BEI BOGENSTAUMAUERN = PROBLEMES DES TREMBLEMENTS DE TERRE POUR LES BARRAGES-VOUTESWIDMANN R.1981; WASSERWIRTSCHAFT; ISSN 0043-0978; DEU; DA. 1981; VOL. 71; NO 4; PP. 113-114; 1 TAB. ; TABL.Article

APPLICATION DE LA METHODE DE MOIRE A LA MESURE DES ZONES LOCALES DE DEFORMATIONDERGANOV BS; SITNIKOV LL; DUBININ EK et al.1978; ZAVODSK. LAB.; SUN; DA. 1978; VOL. 44; NO 8; PP. 1017-1018; BIBL. 3 REF.Article

ANALYSE ET DIMENSIONNEMENT PLASTIQUE DES STRUCTURES A BARRES DANS LES CONDITIONS DE STABILITENGUYEN DANG HUNG; DE SAXCE G.1981; CONSTR. METALL.; ISSN 0045-8198; FRA; DA. 1981; VOL. 18; NO 3; PP. 15-38; ABS. ENG/GER; BIBL. 42 REF.Article

MODE OPERATOIRE: LIMITES DE CONSISTANCE DES SOLS (LIMITES DE LIQUIDITE ET DE PLASTICITE)1981; ; FRA; DA. 1981; CRR-MF/47-81; 41 P.; 27 CMReport

STABILITY OF OFFSHORE GRAVITY STRUCTURE FOUNDATIONS BY THE UPPER BOUND METHOD.MURFF JD; MILLER TW.1977; IN: ANNU. OFFSHORE TECHNOL. CONF. 9. PROC.; HOUSTON, TEX.; 1977; DALLAS, TEX.; OFFSHORE TECHNOL. CONF.; DA. 1977; VOL. 3; PP. 147-154; BIBL. 8 REF.Conference Paper

NON-LINEAR ANALYSIS OF FRAMED STRUCTURES BY COMPUTER. 1. = ANALYSE NON-LINEAIRE DE STRUCTURES PAR ORDINATEUR. 1.FAFITIS A.1982; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1982; VOL. 56; NO 4; PP. 98-104; BIBL. 18 REF.Article

Thermal performance of fine-grained soils = Performance thermique de sols à granulométrie fineSALOMONE, L. A; KOVACS, W. D; KUSUDA, T et al.Journal of geotechnical engineering. 1984, Vol 110, Num 3, pp 359-374, issn 0733-9410Article

Shakedown analysis of platesALWIS, W. A. M; GRUNDY, P.International journal of mechanical sciences. 1985, Vol 27, Num 1-2, pp 71-82, issn 0020-7403Article

Limit analysis of circular cylindrical shells under hydrostatic pressureCINQUINI, C; LAMBLIN, D. O; GUERLEMENT, G et al.Journal of structural mechanics. 1984, Vol 12, Num 3, pp 263-278, issn 0360-1218Article

Liquid limit of soil mixtures = Limite liquidité des mélanges de solSIVAPULLAIAH, P. V; ASURI SRIDHARAN.ASTM geotechnical testing journal. 1985, Vol 8, Num 3, pp 111-116, issn 0149-6115Article

Shakedown analysis of nonsandwich structuresTIN LOI, F.Journal of structural mechanics. 1984, Vol 12, Num 3, pp 303-317, issn 0360-1218Article

COMPORTEMENT D'UNE FONDATION SOUS SOLLICITATIONS CYCLIQUES = BEHAVIOUR OF A FOUNDATION SUBJECTED TO CYCLIC LOADINGMASSON XAVIER.1979; ; FRA; DA. 1979; 199 P.; 30 CM; BIBL. 6 P.; TH. DOCT.-ING./PARIS, CNAM/1979Thesis

A numerical procedure for evaluating the plastic limit load of a circular plate using Mises yield criterionCHEN, Y. Z.Computers & structures. 1986, Vol 24, Num 5, pp 821-822, issn 0045-7949Article

Proposal of a rational methodology for the determination of plasticity limits = Proposition d'une méthodologie rationnelle pour la détermination des limites de plasticitéFEDERICO, A.Buletinul Stiintific - Institutul de Constructii Bucuresti. 1984, Vol 27, Num 1, pp 51-57, issn 0524-8159Article

CHANGES IN THE STRUCTURE OF DIFFERENTLY TILLED SOIL IN A GROWING SEASONOJENIYI SO; DEXTER AR.1983; SOIL TILLAGE RES.; NLD; DA. 1983; VOL. 3; NO 1; PP. 39-46; BIBL. 9 REF.Article

ANALYSE ET DIMENSIONNEMENT DES POUTRES AYANT DES OUVERTURES DANS LES AMES.REDWOOD RG.1978; CONSTR. METALL.; FRA; DA. 1978; VOL. 15; NO 3; PP. 15-27; ABS. ENG/GER; BIBL. 15 REF.Article

SOIL PROPERTIES INFLUENCING PENETRATION RESISTANCE OF CANFIELD AND GEEBURG SOILSMCCORMACK DE; WILDING LP.1981; SOIL SCI. SOC. AM. J.; USA; DA. 1981; VOL. 45; NO 6; PP. 1148-1152; BIBL. 12 REF.Article

TESTING THE PLASTIC PROPERTIES OF COHESIVE- AND INTERMEDIATE-TYPE SOILS BY EXTRUSION. = ESSAI DES PROPRIETES PLASTIQUES DE SOLS DE TYPE COHERENT ET INTERMEDIAIRE PAR EXTRUSIONTIMAR A.1974; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1974; VOL. 76; NO 3-4; PP. 355-370; ABS. ALLEM. RUSSE; BIBL. 13 REF.; 10 ILL.Article

THE CORRELATION OF INDEX PROPERTIES WITH SOME BASIC ENGINEERING PROPERTIES OF SOILSWROTH CP; WOOD DM.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 2; PP. 137-145; ABS. FRE; BIBL. 20 REF.Article

Use of the cone penetrometer to determine consistency limits = Utilisation du pénétromètre à cône pour déterminer les limites de consistanceBELVISO, R; CIAMPOLI, S; COTECCHIA, V et al.Ground engineering. 1985, Vol 18, Num 5, pp 21-22, issn 0017-4653Article