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Organic carbon and soil porosityEMERSON, W. W; MCGARRY, D.Australian journal of soil research. 2003, Vol 41, Num 1, pp 107-118, issn 0004-9573, 12 p.Article

Evaluation of plastic limit load of piping branch junctions subjected to out-of-plane moment loadingsXUAN, F-Z; LI, P-N; TU, S-T et al.Journal of strain analysis for engineering design. 2003, Vol 38, Num 5, pp 395-404, issn 0309-3247, 10 p.Article

Shakedown theory for elastic-perfectly plastic bodies revisitedPHAM DUC CHINH.International journal of mechanical sciences. 2003, Vol 45, Num 6-7, pp 1011-1027, issn 0020-7403, 17 p.Article

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

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

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

Plastic limit analysis of frames using ant colony systemsKAVEH, A; JAHANSHAHI, M.Computers & structures. 2008, Vol 86, Num 11-12, pp 1152-1163, issn 0045-7949, 12 p.Article

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

Unified plastic limit analyses of circular plates under arbitrary loadMA, G; HAO, H; IWASAKI, S et al.Journal of applied mechanics. 1999, Vol 66, Num 2, pp 568-570, issn 0021-8936Article

A new method for establishing the upper and lower limits of clay plastic behaviourCANNON, S. B; WYNN, A. M.Tile & brick international. 1999, Vol 15, Num 2, pp 82-89, issn 0938-9806, 6 p.Article

Determination of the reserve of plasticity under the action of a currentOVCHINNIKOV, I. V.Strength of materials. 1993, Vol 25, Num 6, pp 437-441, issn 0039-2316Article

Discussion on : Observations on soil permeability, moulding moisture content and dry density relationships by S. P. Wright, P. J. Walden, C. M. Sangha, N. J. LangdonMURRAY, E. J.Quarterly Journal of Engineering Geology. 1998, Vol 31, Num 1, pp 73-74, issn 0481-2085Article

Modelling of brittle and fatigue damage for elastic material by growth of microvoidsMARIGO, J. J.Engineering fracture mechanics. 1985, Vol 21, Num 4, pp 861-874, issn 0013-7944Article

Limit analysis of grids under combined bending and torsionTIN-LOI, F; WAKEFIELD, R. R.Mechanics of structures and machines. 1990, Vol 18, Num 2, pp 159-173, issn 0890-5452, 15 p.Article

Possible deviations in the determination of bulk-solid characteristics caused by the loading mechanism of the Jenike shear cellRADEMACHER, F. J. C; HAAKER, G.VDI-Forschungsheft. 1985, Num 629, issn 0042-174X, 32 p.Serial Issue

Recent extensions of Gurson's model for porous ductile métalsGOLOGANU, M; LEBLOND, J.-B; PERRIN, G et al.Problèmes non linéaires appliqués. Ecoles CEA-EDF-INRIA. 1998, pp 134-203, isbn 2-7261-1132-7Conference Paper

The transition between stress corrosion crack growth and plastic fracture. II: The effect of loading patternSMITH, E.Engineering fracture mechanics. 1984, Vol 20, Num 3, pp 515-520, issn 0013-7944Article

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

A Note on the Determination of Plastic Limit of Fine-Grained SoilsPRAKASH, K; SRIDHARAN, A; PRASANNA, H. S et al.ASTM geotechnical testing journal. 2009, Vol 32, Num 4, pp 372-374, issn 0149-6115, 3 p.Article

Determination of Plastic and Liquid Limits Using the Reverse Extrusion TechniqueKAYABALI, Kamil; TUFENKCI, Osman Oguz.ASTM geotechnical testing journal. 2010, Vol 33, Num 1, pp 14-22, issn 0149-6115, 9 p.Article

Reliability study of suction caissons for catenary and taut-leg mooring systemsSILVA-GONZALEZ, F; HEREDIA-ZAVONI, E; VALLE-MOLINA, C et al.Structural safety. 2013, Vol 45, pp 59-70, issn 0167-4730, 12 p.Article

Laboratory evaluation of a model for soil crumbling for prediction of the optimum soil water content for tillageMOSADDEGHI, M. R; MORSHEDIZAD, M; MAHBOUBI, A. A et al.Soil & tillage research. 2009, Vol 105, Num 2, pp 242-250, issn 0167-1987, 9 p.Article

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