kw.\*:("CLAYS")
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ENGLISH CHINA CLAYS, ANNUAL REPORT AND ACCOUNTS = RAPPORT ANNUEL ET BILANS DE L'ENGLISH CHINA CLAYS1982; ; GBR; ST AUSTELL: ENGLISH CHINA CLAYS; DA. 1982; 28 P.Miscellaneous
DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. PROCEEDINGS OF THE SEVENTH EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING BRIGHTON, ENGLAND, SEPTEMBER 1979 = PARAMETRES DE CONCEPTION DANS LA GEOTECHNIQUE. COMPTES RENDUS DE LA SEPTIEME CONFERENCE EUROPEENNE DE MECANIQUE DES SOLS ET DES TRAVAUX DE FONDATIONS BRIGHTON, ANGLETERRE, SEPTEMBRE 19791981; DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 7/1979/BRIGHTON; GBR; LONDON: THOMAS TELFORD; DA. 1981; 5 VOL.; 30 CM; BIBL. DISSEM.; 35 TAB. ; ILL./ESQUISSE GEOL./TABL.Conference Proceedings
HEMERDON EXPLORATION WIDENS.1978; FINANCIAL TIMES; G.B.; DA. 1978; NO 27522; PP. 31Article
CLAY RESOURCES OF THE MIDWEST STATES = RESSOURCES EN ARGILES DES ETATS DU MIDWESTMURRAY HH.1982; MIN. ENG.; ISSN 0026-5187; USA; DA. 1982-01; VOL. 34; NO 1; PP. 68-71; BIBL. 23 REF.; 5 ANAL.; 2 TAB. ; ILL.Article
THE MEASUREMENT SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING. DISCUSSION. PROCEEDINGS OF THE SEVENTH EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. BRIGHTON, ENGLAND, SEPTEMBER 19791980; EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 7/1979/BRIGHTON; GBR; LONDON: BRITISH GEOTECH. SOCIETY; DA. 1980; VOL. 4; 376 P.; BIBL. DISSEM.; ISBN 0-7277-0080-4Conference Proceedings
The rapid assessment of concentrations and solid phase associations of macro- and micronutrients in alkaline soils by mid-infrared diffuse reflectance spectroscopyBERTRAND, I; JANIK, L. J; HOLLOWAY, R. E et al.Australian journal of soil research. 2002, Vol 40, Num 8, pp 1339-1356, issn 0004-9573, 18 p.Article
La utilidad de las arcillas = L'utilité des argilesSAA, P.1985, Vol 3, Num 15, pp 29-30, issn 0212-5404Article
ARCILLAS = LES ARGILES1981; BIBLIOGRAFIA; ISSN 527386; COL; DA. 1981; NO 1; 3 P.; BIBL. 55 REF.Article
DESIGN PARAMETERS FOR STIFF CLAYS = PARAMETRES DE CONCEPTION POUR LES ARGILES RAIDESSIMPSON B.1979; THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATIONS ENGINEERING. 7; GBR; S.L.: BRIT. GEOTECH. SOCIETY; DA. 1979; 7 P.; BIBL. 14 REF.Conference Paper
PARTICULARITES DU POINT DE VUE DE LA GEOLOGIE DE L'INGENIEUR DES SOLS ARGILEUX FAIBLEMENT SATURES EN EAULARIONOV AK; IVANOV IP.1977; VEST. LENINGRAD. UNIV.; S.S.S.R.; DA. 1977; NO 18; PP. 71-76; ABS. ANGL.; BIBL. 3 REF.Article
CLAYS = ARGILESAMPIAN SARKIS G.1981; ; USA; . S. BUR. MINES; DA. 1981; 15; ILL.Book
DESIGN PARAMETERS FOR SOFT CLAYS = PARAMETRES DE CONCEPTION POUR LES ARGILES PLASTIQUESJAMIOLKOWSKI M; LANCELLOTTA R; MARCHETTI S et al.1979; THE MEASUREMENT, SELECTION AND USE OF DESIGN PARAMETERS IN GEOTECHNICAL ENGINEERING EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATIONS ENGINEERING. 7; GBR; S.L.: BRIT. GEOTECH. SOCIETY; DA. 1979; 12 P.; BIBL. 2 P.; 1 TAB. ; TABL./ILL.Conference Paper
Clay deposits in Sirmur and Mandi districts, Himachal Pradesh = Dépôts d'argile des districts de Sirmur et Mandi, Himachal Pradesh (Inde)SWAIN, P. K.1981, Num 6, pp 74-76Article
Will anyone remember us? Thoughts on information loss caused by progressTOWNSEND, Peter.Proceedings of SPIE, the International Society for Optical Engineering. 2011, Vol 7747, issn 0277-786X, isbn 978-0-8194-8237-2, 77470X.1-77470X.5Conference Paper
MBI peptizimin dhe karakterin e lidhjes së ujit në disa argjila të vendit = Sur la peptisation et le caractère de la liaison de l'eau dans quelques argiles du paysKOLA, V; XHAJA, G.1985, Vol 39, Num 1, pp 60-65Article
Organic derivatization of single-walled carbon nanotubes by clays and intercalated derivativesGEORGAKILAS, Vasilios; GOURNIS, Dimitrios; KARAKASSIDES, Michael A et al.Carbon (New York, NY). 2004, Vol 42, Num 4, pp 865-870, issn 0008-6223, 6 p.Article
Design of embankments on soft clayFERKH, Z; FELL, R.International conference on soil mechanics and foundation engineering. 1994, pp 733-738Conference Paper
Hydraulic conductivity and imbibition speed of solid clay aggregates : two different approaches involving the tortuosity of pathwaysKONTA, J.Clay minerals. 2005, Vol 40, Num 4, pp 493-497, issn 0009-8558, 5 p.Article
Creep tests on reconstructed soft clay, performed by means of a biaxial deviceBIZZARRI, A; ALLERSMA, H. G. B.International symposium on problematic soils IS-Tohoku '98. 1998, pp 645-648, isbn 90-5410-997-1Conference Paper
Broadband light scattering measurements of the time evolution of the fractal dimension of smectite clay aggregatesALIMOVA, Alexandra; KATZ, A; OROZCO, Julian et al.Journal of optics. A, Pure and applied optics (Print). 2009, Vol 11, Num 10, issn 1464-4258, 105706.1-105706.7Article
Study of structural irregularities of smectite clay systems by small-angle neutron scattering and adsorptionDE STEFANIS, A; TOMLINSON, A. A. G; STERIOTIS, Th. A et al.Applied surface science. 2007, Vol 253, Num 13, pp 5633-5639, issn 0169-4332, 7 p.Conference Paper
Lateral loading of a row of model passive piles in a cohesive soilNALCAKAN, M. S; ERGUN, M. U.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1219-1222, isbn 90-2651-853-6, 3VolConference Paper
Comparison of e-log and log e-log p methods for the determination of preconsolidation stressKRISHNAMOHAN, R.Indian geotechnical journal. 1992, Vol 22, Num 4, pp 215-226, issn 0046-8983Article
Calcul de pieux chargés latéralement à l'aide de résultats pressiométriquesBRIAUD, J.-L; SMITH, T. D; MEYER, B et al.Symposium sur la pressiométrie et ses applications en mer. 1984, pp 389-406Conference Paper
Adoption of triaxial testing for the study of swelling behaviour in tunnelsBARLA, M; BARLA, G.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1375-1378, isbn 90-2651-853-6, 3VolConference Paper