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Results 1 to 25 of 581

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The applicability of the cone penetrometer to determine the liquid limit of lateritic soils = L'application du pénétromètre à cône pour déterminer les limites de liquidité des sols latéritiquesQUEIROZ DE CARVALHO, J. B.Geotechnique. 1986, Vol 36, Num 1, pp 109-111, issn 0016-8505Article

The correlation between the residual strength and the index properties of soils in landslidesSUZUKI, M; YAMAMOTO, T; UMEZAKI, T et al.International symposium on problematic soils IS-Tohoku '98. 1998, pp 661-664, isbn 90-5410-997-1Conference Paper

Using the Bs cone penetrometer for the determination of the plastic limit of soils = Utilisation du pénétromètre à cône BS pour la détermination de la limite plastique des solsHARISON, J. A.Geotechnique. 1988, Vol 38, Num 3, pp 433-438, issn 0016-8505Article

Atterburg limits for Nairobi soils = Limites d'Atterberg pour les sols de NairobiSAHU, B. K; GICHAGA, F. J; VISWESWARAIYA, T. G et al.Zimbabwe engineer. 1989, Vol 54, Num 9, pp 29-34, issn 0251-1037, 3 p.Article

Consistency limits of problematic soils by extended BS fall cone methodSHIMOBE, S.International symposium on problematic soils IS-Tohoku '98. 1998, pp 629-632, isbn 90-5410-997-1Conference Paper

Calcium and sodium bentonite for hydraulic containment applicationsGLEASON, M. H; DANIEL, D. E; EYKHOLT, G. R et al.Journal of geotechnical and geoenvironmental engineering. 1997, Vol 123, Num 5, pp 438-445, issn 1090-0241Article

The effects of dextran on the Atterberg limits of some soils = Les effets du dextran sur les limites d'Atterberg de quelques solsCHUKWEZE, H. O.Indian journal of technology. 1987, Vol 25, Num 2, pp 53-57, issn 0019-5669Article

DE LA CONNAISSANCE DU COMPORTEMENT PHYSIQUE ET MECANIQUE DES SOLS DE L'EST DE LA FRANCEMETTAUER H; TUAL Y; HUCK C et al.1983; AGRONOMIE; FRA; DA. 1983; VOL. 3; NO 2; PP. 141-152; ABS. ENG; BIBL. 28 REF.Article

A comparison of liquid limit test results = Comparaison des résultats d'essais de limites de liquiditéMOON, C. F; WHITE, K. B.Geotechnique. 1985, Vol 35, Num 1, pp 59-60, issn 0016-8505Article

THE RELATIONSHIP BETWEEN DRAINED FRICTION ANGLES AND ATTERBERG LIMITS OF NATURAL SOILS.KANJI MA.1974; GEOTECHNIQUE; GBR; 1974, VOL. 24, NUM. 0004, P. 671 A 674Serial Issue

Ground improvement using lime-fly ash column methodCHANDRAKARAN, S; NAMBIAR, M. R. M.International Conference on geotechnical, geoenvironmental engineering and management in arid lands. 2000, pp 139-141, isbn 90-5809-160-0Conference Paper

The Kop Mountain landslideUZUN, A.International conference and field workshop on landslides. 1993, pp 299-304Conference Paper

Implications of weathering on the engineering properties of the Fuller's earth formation = Implications de l'altération sur les propriétés géotechniques de la formation de terre à foulonHAWKINS, A. B; LAWRENCE, M. S; PRIVETT, K. D et al.Geotechnique. 1988, Vol 38, Num 4, pp 517-532, issn 0016-8505Article

Influence of climate on the properties of tropical soils = Influence du climat sur les propriétés des sols tropicauxSUBBA RAO, K.S; SIVAPULLAIAH, P.V; PADMANABHA, J.R et al.International conference on geomechanics in tropical soils. 2. 1988, pp 49-54Conference Paper

The general rheological model of paddy soils in South China = Modèle rhéologique général des sols à riz de la Chine du SudPAN JUN-ZHENG.Journal of terramechanics. 1986, Vol 23, Num 2, pp 59-68, issn 0022-4898Article

Correlations between P-wave velocity and Atterberg limits of cohesive soilsFENER, Mustafa; KAHRAMAN, Sair; BAY, Yakup et al.Canadian geotechnical journal. 2005, Vol 42, Num 2, pp 673-677, issn 0008-3674, 5 p.Article

Identification des sols affaissables basée sur les limites d'Atterberg = Identification of subsidence soils based on the Atterberg limitsAYADAT, T. R; OUALI, S.Revue française de géotechnique. 1999, Num 86, pp 53-56, issn 0181-0529Article

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

Correlations between index properties of claysBANSAL, R; GHUMAN, M. S.Journal of the Institution of Engineers. India. Civil Engineering Division. 1997, Vol 78, Num MAI, pp 1-3, issn 0020-336XArticle

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

Correlation between shale index properties derived from different sample preparation proceduresEID, H. T.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 77-80, isbn 90-2651-853-6, 3VolConference Paper

The role of dolomitic impurity on the properties of lime treated soilSIVAPULLAIAH, P. V; SRIDHARAN, A; RAJU, K. V. B et al.Indian geotechnical journal. 1997, Vol 27, Num 4, pp 377-394, issn 0046-8983Article

Soil testing for an embankment on soft clay in South China = Essai de sol pour un remblai sur argile molle en Chine du SudWALSH, N.M; CHEN, P.K.-H; LITTLECHILD, B.D et al.Engineering problems of regional soils. International conference. 1989, pp 463-468Conference Paper

An approach for volumetric strain analysis of clay systems = Une approche de l'analyse volumétrique des contraintes des systèmes argileuxPANDIAN, N. S; RANGANATHAM, B. V.Journal of the Institution of Engineers. India. Civil Engineering Division. 1988, Vol 69, Num 1, pp 6-11, issn 0020-336XArticle

Volcanic soil properties in Dominica, West Indies = Propriétés des sols volcaniques de l'île Dominique, AntillesROUSE, W. C; READING, A. J; WALSH, R. P. D et al.Engineering geology. 1986, Vol 23, Num 1, pp 1-28, issn 0013-7952Article

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