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

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

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

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

Mekhanicheskie svoijstva lavy pobochnogo proryva Predskazannyj (1983 g., Klyuchevskoj vulkan)PANOV, V. K; SLEZIN, YU. B; STORCHEUS, A. V et al.Vulkanologiâ i sejsmologiâ. 1985, Num 1, pp 21-28, issn 0203-0306Article

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

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

Influence of liquid limit and slaking on cement stabilized clayey admixturesSTAVRIDAKIS, E. I; HATZIGOGOS, T. N.Geotechnical and geological engineering. 1999, Vol 17, Num 2, pp 145-154, issn 0960-3182Article

Limiting values in Lithuanian soil classificationDUNDULIS, K; SCESNULEVICIUS, J.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 23-25Conference Paper

Discussion on: Percussion and cone methods of determining the liquid limit of soils: Controlling mechanisms by A. Sridharan and K. PrakashFENG, Tao-Wei.ASTM geotechnical testing journal. 2002, Vol 25, Num 1, pp 104-105, issn 0149-6115Article

Effects of experimental errors on results of soil physical testsABE, Y; YOKOTA, S; YAMAGUCHI, T et al.Tsuchi to kiso. 1993, Vol 41, Num 4, pp 9-14, issn 0041-3798Article

Consolidation parameters derived from index tests = Paramètres de consolidation tirés des essais d'identificationCARRIER, N. D.Geotechnique. 1985, Vol 35, Num 2, pp 211-213, issn 0016-8505Article

Corrélation entre l'indice de compression et les propriétés indicielles de l'argile marine AriakeONITSUKA, K; YOSHITAKE, S.Tsuchi to kiso. 1985, Vol 33, Num 4, pp 57-59, issn 0041-3798Article

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

MECHANISMS CONTROLLING THE LIQUID LIMIT OF CLAYSSRIDHARAN A; VENKATAPPA RAO G.1975; IN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL; ISTANBUL TEK. UNIV.; DA. 1975; VOL. 1; PP. 65-74; BIBL. 23REF.Conference Paper

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

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

Liquid limit and the temperature sensitivity of claysJEFFERSON, I; ROGERS, C. D. F.Engineering geology. 1998, Vol 49, Num 2, pp 95-109, issn 0013-7952Article

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

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