LONG HYDROPLASTIC (PLASTIC-BARREL) SEDIMENT CORES SUITABLE FOR GEOTECHNICAL TESTING = DES TUBES CAROTTIERS HYDROPLASTIQUES LONGS (CORPS EN MATIERE PLASTIQUE) POUR SEDIMENTS, ADAPTES AUX ESSAIS GEOTECHNIQUESALMAGOR GIDEON; ARGAS DAN.1981; MAR. GEOL.; ISSN 0025-3227; USA; DA. 1981; VOL. 43; NO 3-4; PP. M69-M73Article

Yield states and stress-strain relationships in natural plastic clay = Etats limites et relations contrainte-déformation d'argile naturelle plastiqueGRAHAM, J; NOONAN, M. L; LEW, K. V et al.Canadian geotechnical journal. 1983, Vol 20, Num 3, pp 502-516, issn 0008-3674Article

DRILLING AND SAMPLING FROZEN FINE-GRAINED SOILS = FORAGE ET ECHANTILLONNAGE DE SOL GELE A GRAIN FINHORVATH JS; JOHNSON FW.1983; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1983; VOL. 6; NO 1; PP. 40-41; BIBL. 2 REF.Article

RECUPERATION INTEGRALE DE CAROTTES INTACTES EN TERRAINS MEUBLESJANNAIRE MM.1981; IND MINER.; ISSN 0302-2129; FRA; DA. 1981; VOL. 63; NO 1; PP. 29-33; ABS. ENGArticle

A new technique for measuring broadband dielectric spectra of undisturbed soil samplesLAUER, K; WAGNER, N; FELIX-HENNINGSEN, P et al.European journal of soil science. 2012, Vol 63, Num 2, pp 224-238, issn 1351-0754, 15 p.Article

Use of a chain saw for obtaining undisturbed block samples = Utilisation d'une scie à chaîne pour obtenir des blocs échantillons non remaniésTIEDEMANN, D. A; SORENSEN, R. D.ASTM geotechnical testing journal. 1983, Vol 6, Num 3, pp 157-159, issn 0149-6115Article

Anisotropic deformation-strength properties of soft sedimentary rock .2Shirasü originated from pyroclastic flows = Propriétés résistance-déformation anisotropiques de roche sédimentaire molle. «Shirasu» provenant des écoulements pyroclastiquesHARUYAMA, M; KITAMURA, R.Soils and foundations. 1984, Vol 24, Num 4, pp 84-94, issn 0038-0806Article

Stress-strain-time behavior of deep sea clays = Comportement contrainte-déformation ― temps d'argiles marines en eau profondeSILVA, A. J; MORAN, K; AKERS, S. A et al.Canadian geotechnical journal. 1983, Vol 20, Num 3, pp 517-531, issn 0008-3674Article

ETUDE PAR CENTRIFUGATION D'UN REMBLAI CONSTRUIT SUR ARGILE MOLLE.PINCENT B; QUEYROI D; BLONDEAU F et al.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 527-546; BIBL. 1 P. 1/2Conference Paper

Vane shear data on undrained residual strength = Résultats d'essais scissométriques: résistance résiduelle non drainéePYLES, M. R.Journal of geotechnical engineering. 1984, Vol 110, Num 4, pp 543-547, issn 0733-9410Article

LOESS SOILS IN SOUTHEASTERN WASHINGTON = LOESS DANS LE SUD-EST DE L'ETAT DE WASHINGTONOLSON BO.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1979; VOL. 105; NO 6; PP. 786-791; 4 ILL.Article

Liquéfaction des dépôts de sableYOSHIMI, Y.Tsuchi to kiso. 1985, Vol 33, Num 8, pp 3-8, issn 0041-3798Article

Cyclic simple shear behavior of fine grained soils = Comportement de cisaillement simple cyclique des sols à grains finsDYVIK, R; ZIMMIE, T. F; SCHIMELFENYG, P et al.Publikasjon - Norges Geotekniske Institutt. 1983, Num 149, issn 0078-1193, 6 p.Article

Kinetics of soil nitrogen mineralization from undisturbed and disturbed soilRINGUELET, Ariel; BACHMEIER, Omar Antonio.Communications in soil science and plant analysis. 2002, Vol 33, Num 19-20, pp 3703-3721, issn 0010-3624, 19 p.Article

On the initial non-linearity of compressive stress-strain curves for intact rockKORINETS, A; ALEHOSSEIN, H.Rock mechanics and rock engineering. 2002, Vol 35, Num 4, pp 319-328, issn 0723-2632Article

Changes in clay swelling and shear strength properties with different sample preparation techniquesATTOM, Mousa F; ABU-ZREIG, Majed M; OBAIDAT, Mohammed Taleb et al.ASTM geotechnical testing journal. 2001, Vol 24, Num 2, pp 157-163, issn 0149-6115Article

Hydraulically powered soil core sampler and its application to soil density and porosity estimationABU-HAMDEH, N. H; AL-JALIL, H. F.Soil & tillage research. 1999, Vol 52, Num 1-2, pp 113-120, issn 0167-1987Article

SPECIMEN SIZE EFFECT IN SIMPLE SHEAR TEST = EFFET DES DIMENSIONS DU SPECIMEN SUR L'ESSAI DE CISAILLEMENT SIMPLEVUCETIC M; LACASSE S.1983; PUBLIKASJON - NORGES GEOTEKNISKE INSTITUTT; ISSN 0078-1193; NOR; DA. 1983; NO 145; PP. 1-19; BIBL. 19 REF.Article

Recovery of undisturbed highly fractured bench scale (30 cm diameter) drilled samples for laboratory investigationMCDERMOTT, C. I; SINCLAIR, B; SAUTER, M et al.Engineering geology. 2003, Vol 69, Num 1-2, pp 161-170, issn 0013-7952, 10 p.Article

Diversity in soil fungi from undisturbed and disturbed Celtis tala and Scutia buxifolia forests in the eastern Buenos Aires province (Argentina)CABELLO, Marta; ARAMBARRI, Angélica.Microbiological research. 2002, Vol 157, Num 2, pp 115-125, issn 0944-5013Article

Dilatometer testing in highly overconsolidated soils = Essais dilatométriques de sols fortement surconsolidésBOGHRAT, A.Journal of geotechnical engineering. 1987, Vol 113, Num 5, pp 516-519, issn 0733-9410Article

DYNAMIC PROPERTIES OF SOLFT CLAY FOR WIDE STRAIN RANGE = PROPRIETES DYNAMIQUES DE L'ARGILE MOLLE POUR UN LARGE DOMAINE DE DEFORMATIONKOKUSHO T; YOSHIDA Y; ESASHI Y et al.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 1-18; BIBL. 18 REF.Article

GEOTECHNICAL ASSESSMENT OF SUPERFICIAL MARINE SEDIMENTS USING IN-SITU GEOPHYSICAL PROBES = EVALUATION GEOTECHNIQUE DES SEDIMENTS MARINS SUPERFICIELS AU MOYEN DE SONDES GEOPHYSIQUES IN SITUJACKSON PD; BARIA R; MCCA NN DM et al.1981; OCEAN MANAGE.; ISSN 0302-184X; NLD; DA. 1981; VOL. 7; NO 1-4; PP. 189-209; BIBL. 2 P.; ILL.Article

Predicting the Schmidt hammer values of in-situ intact rock from core sample valuesKAHRAMAN, S; FENER, M; GUNAYDIN, O et al.International journal of rock mechanics and mining sciences (1997). 2002, Vol 39, Num 3, pp 395-399, issn 1365-1609Article

Past consolidation stress estimates in cretaceous clay = Evaluation des contraintes de consolidation antérieure dans une argile crétacéeKHERA, R. P; SCHULZ, H.Journal of geotechnical engineering. 1984, Vol 110, Num 2, pp 189-202, issn 0733-9410Article