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

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

THEORICAL ANALYSIS OF THE FALL CONE TEST = ANALYSE THEORIQUE DU TEST AU CONE A CHUTE LIBREHOULSBY GT.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 2; PP. 111-118; ABS. FRE; BIBL. 7 REF.Article

The Casagrande method versus the drop-cone penetrometer method for the determination of liquid limitWIRES, K. C.Canadian journal of soil science. 1984, Vol 64, Num 2, pp 297-300, issn 0008-4271Article

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

CONE PENETROMETER AND LIQUID LIMITWOOD DH.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 2; PP. 152-157; BIBL. 11 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

APPLICATION OF GEOTECHNICS TO THE SOLUTION OF ENGINEERING PROBLEMS- ESSENTIAL PRELIMINARY STEPS TO RELATE THE STRUCTURE TO THE SOIL WHICH PROVIDES ITS SUPPORT = UTILISATION DE LA GEOTECHNIQUE POUR LA SOLUTION DE PROBLEMES D'ENGINEERING- ETAPES PRELIMINAIRES ESSENTIELLES POUR L'INTERACTION SOL-STRUCTUREJENNINGS JE; BRINK ABA.1978; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1978-11; VOL. 64; PP. 571-589; BIBL. 20 REF.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

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Re-evaluation of Laboratory Cone Penetration Method for High Liquid Limit Based on Free Swell Property of SoilDEKA, Shailen; SREEDEEP, S; KUMAR DASH, Sujit et al.ASTM geotechnical testing journal. 2009, Vol 32, Num 6, pp 553-558, issn 0149-6115, 6 p.Article

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

Void ratio-suction behavior of remolded ariake claysZHENSHUN HONG.ASTM geotechnical testing journal. 2007, Vol 30, Num 3, pp 234-239, issn 0149-6115, 6 p.Article

Liquid limit and specific surface of clay particlesDOLINAR, Bojana; TRAUNER, Ludvik.ASTM geotechnical testing journal. 2004, Vol 27, Num 6, pp 580-584, issn 0149-6115, 5 p.Article

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

A Protein-Retention Method for Specific Surface Area Determination in Swelling ClaysPAYKOV, Oksana; HAWLEY, Harmonie.ASTM geotechnical testing journal. 2013, Vol 36, Num 4, pp 606-611, issn 0149-6115, 6 p.Article

The matrix potential of fine-grained soils at the liquid limitDOLINAR, Bojana; SKRABL, Stanislav.Engineering geology. 2012, Vol 135-36, pp 48-51, issn 0013-7952, 4 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

THE INFLUENCE OF THE DIELECTRIC CONSTANT AND ELECTROLYTE CONCENTRATION OF THE PORE FLUIDS ON THE UNDRAINED SHEAR STRENGTH OF SMECTITESPAGNOLI, Giovanni; FERNANDEZ-STEEGER, Tomás; FEINENDEGEN, Martin et al.Soils and foundations. 2010, Vol 50, Num 5, pp 757-763, issn 0038-0806, 7 p.Article

Liquid limits and fall cones : Discussion. Authors' replySRIDHARAN, A; PRAKASH, K; LEROUEIL, S et al.Canadian geotechnical journal. 1998, Vol 35, Num 2, pp 407-408, issn 0008-3674Article

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

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