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Nature of soil-water characteristic curve for plastic soilsMARINHO, Fernando A. M.Journal of geotechnical and geoenvironmental engineering. 2005, Vol 131, Num 5, pp 654-661, issn 1090-0241, 8 p.Article

RE-EXAMINATION OF ONE-POINT METHODS OF LIQUID LIMIT DETERMINATIONNAGARAJ TS; JAYADEVA MS.1981; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1981; VOL. 31; NO 3; PP. 413-426; ABS. FRE; BIBL. 34 REF.Article

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Equations for compression index approximation = Equations pour l'approximation de l'indice de compressionAL-KHAFAJI, A. W. N; ANDERSLAND, O. B.Journal of geotechnical engineering. 1992, Vol 118, Num 1, pp 148-153, issn 0733-9410Article

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

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

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Electromagnetic properties of the ground: Part I - Fine-grained soils at the Liquid LimitTHOMAS, A. M; CHAPMAN, D. N; ROGERS, C. D. F et al.Tunnelling and underground space technology. 2010, Vol 25, Num 6, pp 714-722, issn 0886-7798, 9 p.Article

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Method to rapidly assess the index properties of fine-grained dredged materialsLEE, Landris T.ASTM geotechnical testing journal. 2004, Vol 27, Num 5, pp 464-468, issn 0149-6115, 5 p.Article

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