INSTRUMENTATION AND TEST METHODSsdIN: INT. SOC. TERRAIN-VEH. SYST.-S.F.M. 4TH INT. CONF. PROC. STOCKHOLM, SWED., 1972; AACHEN; FOTODRUCK MAINZ; DA. S.D.; VOL. 2; PP. 71-189; BIBL. DISSEM.Conference Proceedings

Correlations between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria = Corrélation entre les mesures réalisées au pénétromètre à cône et le S.P.D. dans les plaines sableuses côtières du Sud-Est du NigeriaEDET, A. E; ODEN, M. I; EFRETUEI, O. E et al.Bulletin of the International Association of Engineering Geology. 1994, Num 49, pp 41-45, issn 0074-1612Article

EMPIRICAL CORRELATION BETWEEN STATIC PENETRATION RESISTANCE AND STANDARD PENETRATION RESISTANCE FOR ALLUVIAL DEPOSITS = CORRELATION EMPIRIQUE ENTRE LA RESISTANCE A LA PENETRATION STATIQUE ET LA RESISTANCE A LA PENETRATION STANDARD DE DEPOTS ALLUVIONNAIRESAMAR SINGH; VERMA MS.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 4; PP. 185-189; BIBL. 12 REF.Article

The L.P.C. dynamic penetrometer and soil surveys = Le pénétromètre dynamique du laboratoire des Ponts et Chaussées et les études de solAMAR, S; WASCHKOWSKI, E.Regional conference for Africa. 8. 1984, pp 169-176Conference Paper

XSP cone penetrometer: a performance evaluation = Pénétromètre à cône XSP: évaluation de performancesBEARD, R. M; JOHNSON, B. A.Ocean science and engineering. 1985, Vol 10, Num 1-2, pp 143-193, issn 0275-2220Article

Pénétromètre à chute libre: impact et pénétration dans des argiles reconstituéesLEVACHER, D.Canadian geotechnical journal. 1985, Vol 22, Num 1, pp 129-135, issn 0008-3674Article

REMOTE ELECTRONIC ACQUISITION OF SOIL CONE INDEX MEASUREMENT = TELEACQUISITION ELECTRONIQUE DES MESURES DE RESISTANCE AU CONE DU SOLWELLS LG; LEWIS CO; DISTLER RJ et al.1981; J. TERRAMECH.; ISSN 0022-4898; GBR; DA. 1981; VOL. 18; NO 4; PP. 201-207; BIBL. 11 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

THE PENETRATION RESISTANCE IN A SOIL WITH WELL-DEFINED STRUCTURAL UNITSBRADFORD JM.1980; SOIL SCI. SOC. AM. J.; USA; DA. 1980; VOL. 44; NO 3; PP. 601-606; BIBL. 11 REF.Article

Piezocone testingSULLY, J. P.1985, Vol 5, Num 1, pp 59-68, issn 0251-4478Article

A NEW HAND-HELD RECORDING PENETROMETER FOR SOIL STUDIESANDERSON G; PIDGEON JD; SPENCER HB et al.1980; J. SOIL SCI.; GBR; DA. 1980; VOL. 31; NO 2; PP. 279-296; BIBL. 2 P.Article

SVENSKA OCH UTLAENDSKA TRYCKSONDERINGSMETODER = METHODES DE PENETRATION STATIQUE EN SUEDE ET AILLEURSDAHLBERG R.1975; SWED. GEOTECH. INST., REPR. PRELIMIN. REP.; SWED.; DA. 1975; NO 58; PP. 1-28; ABS. ANGL.; BIBL. 3REF.; 17 ILL.Article

ESSAIS DE PENETRATION - LE PENETROMETRE DYNAMIQUEWASCHKOWSKI E.1983; BULL. LIAISON LAB. PONTS CHAUSS.; ISSN 0458-5860; FRA; DA. 1983; NO 125; PP. 93-103; ABS. ENG/GER/SPA/RUS; BIBL. 8 REF.Article

A simple model for the effect on soil strength of episodes of remoulding and reconsolidationWHITE, David J; HODDER, Matt.Canadian geotechnical journal. 2010, Vol 47, Num 7, pp 821-826, issn 0008-3674, 6 p.Article

SPT HAMMER ENERGY MEASUREMENT = MESURE DE LA DEPENSE EN ENERGIE LORS D'ESSAIS DE PENETRATION STANDARDKOVACS WD; SALOMONE LA.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT4; PP. 599-620; BIBL. 17 REF.Article

CONFRONTO TRA RESISTENZA ALLA PUNTA DEL PENETROMETRO STATICO E COESIONE NON DRENATA = COMPARAISON ENTRE RESISTANCE A LA POINTE DU PENETROMETRE STATIQUE ET LA COHESION NON DRAINEECICOGNANI M.1980; ING. FERROV.; ISSN 0020-0956; ITA; DA. 1980; VOL. 35; NO 7-8; PP. 599; ABS. FRE/ENG/GER; BIBL. 5 REF.Article

LE PENETROMETRE LATERAL AUTOFOREUR.BAGUELIN F; JEZEQUEL JF; LE MEHAUTE A et al.1977; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1977; NO SPEC. 6F; PP. 44-48; BIBL. 4 REF.; 5 ILL.Article

Cone penetration resistance equation as a function of the clay ratio, soil moisture content and specific weightELBANNA, E. B; WITNEY, B. D.Journal of terramechanics. 1987, Vol 24, Num 1, pp 41-56, issn 0022-4898Article

CARACTERISATION DES SOLS DE SURFACE A L'AIDE DU PENETROMETRE DYNAMIQUE LEGER A ENERGIE VARIABLE TYPE «PANDA» = CHARACTERIZATION OF SUBSURFACE SOIL WITH THE HELP OF ULTRALIGHT DYNAMIC PENETROMETER WITH VARIABLE ENERGY - TYPE ʺPANDAʺZhou, Shuhua; Zhok, Shuhka; Vergne, Alain et al.1997, 178 p.Thesis

Rheological tests with cone penetrometer = Essais rhéologiques avec le pénétromètre à côneIMRE, E; TARCSAI, G; GYOFFRY, J et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 239-242Conference Paper

Modified cone penetrometer for measuring soil mechanical impedanceTOLLNER, E. W; VERMA, B. P.Transactions of the ASAE. 1984, Vol 27, Num 2, pp 331-336, issn 0001-2351Article

Relationships between soil mechanical propertiesKOOLEN, A. J; VAANDRAGER, P.1984, Vol 29, Num 4, pp 313-319Article

Simulation physique du comportement des pieux à grande profondeur en chambre de calibration = Physical simulation of the behaciour of piles at great depth in calibration chamberMokrani, larbi; Foray, Pierre.1991, 307 p.Thesis

A combined penetrometer and surface relief meter for studying drill coulter performanceGOODMAN, D; ROWSE, H. R.Journal of Soil Science. 1984, Vol 35, Num 3, pp 497-503, issn 0022-4588Article

Penetration of soil aggregates of finite size. III. Wetting-drying and aggregate confinement effects on the penetrometer pressureMISRA, R. K.Soil & tillage research. 1989, Vol 13, Num 1, pp 23-33, issn 0167-1987Article