Mackintosh probe as an exploration toolSABTAN, A.A; SHEHATA, W.M.Bulletin of the International Association of Engineering Geology. 1994, Num 50, pp 89-94, issn 0074-1612Article

It took 2000 years of penetration to arrive at the Amap'Sols static-dynamic penetrometerSANGLERAT, G.Symposium on developments in geotechnical engineering. 1994, pp 101-105Conference Paper

Cone penetration problems and solutions involving non-purpose-built deployment system = Problèmes de pénétrométrie et solutions impliquant la mise en oeuvre d'un système n'ayant pas été conçu pour cet usageHUGHES, J.M.O.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 297-301Conference Paper

Development of and experiences from a light-weight, portable penetrometer able to combine dynamic and static cone tests = Développement et essais d'un pénétromètre léger portable capable d'associer essais au cône dynamiques et statiquesTRIGGS, J.F. JR; LIANG, R.Y.K.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 467-473Conference Paper

Summary of standard penetration test (SPT) energy measurement experienceFARRAR, J. A.ISC'98 : International Conference on site characterization. 1998, pp 919-926, isbn 90-5410-939-4Conference Paper

Evaluation of the efficiency of an automatic SPT hammerSRITHAR, S. T; ERVIN, M. C.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 511-514, isbn 90-2651-853-6, 3VolConference Paper

New developments in penetration tests and equipment = Nouveaux développements dans les essais et les appareils de pénétrométrieMITCHELL, J.K.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 245-261Conference Paper

A alteração das rochas como parametro de perfusabilidade = Altération météorique des roches en tant que paramètre de forabilité = Rock weathering as a drillability parameterMIRANDA, A; MENDES, F.1989, Vol 55, pp 115-118, issn 0379-9522Article

Formulation of SPT N-value for gravelly soils with different particle gradingsKOKUSHO, T.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 523-526, isbn 90-5410-891-6Conference Paper

The calibration of cone penetrometers = L'étalonnage de pénétromètre à cônePARKIN, A.K.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 221-243Conference Paper

Comparison of SPT energy measurement methodsBUTLER, J. J; CALIENDO, J. A; GOBLE, G. G et al.ISC'98 : International Conference on site characterization. 1998, pp 901-905, isbn 90-5410-939-4Conference Paper

Piezocone development for marine soil investigationVILCHINSKA, N; DOROFEJEV, A.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 19-20Conference Paper

On interrelationships among mechanical, electric, and piezoelectric cone penetrometer test resultsKULHAWY, F.H; MAYNE, P.W.International congress International Association of Engineering Geology. 1994, pp 229-235Conference Paper

Moisture measurement by neutron moisture cone penetrometer : Design and applicationSHIBATA, T; MIMURA, M; SHRIVASTAVA, A.K et al.Soils and foundations. 1992, Vol 32, Num 4, pp 58-67, issn 0038-0806Article

Probabilistic analysis of cone penetration testing data : Some problems and solutions = Analyse probabiliste des données d'essais de pénétration au cône : Quelques problèmes et leur résolutionFERRONSKY, V.I; DIVINSKY, M.L.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 751-755Conference Paper

Wear of the friction sleeve and its effect on the measured local friction = Usure du manchon de frottement et son effet sur le frottement local mesuréJEKEL, J.W.A.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 805-808Conference Paper

Undrained deep penetration. I: Shear stresses [(1986). Géotechnique 36, No. 4, 471-485]. Discussion = Pénétration profonde dans des conditions de non-drainage: I. Contraintes de cisaillement (1986). Géotechnique 36 no 4, 471-485. DiscussionBALIGH, M. M; TEH, C. I; HOULSBY, G. T et al.Geotechnique. 1987, Vol 37, Num 4, pp 525-527, issn 0016-8505Article

Use of geophysical methods in environmental geotechnical in-situ site characterizationSHRIVASTAVA, A. K; MIMURA, M.ICEG: IS-Osaka'96 : International Congress on Environmental Geotechnics. 1996, pp 153-158, isbn 90-5410-848-7, 2VolConference Paper

Determination of bearing capacity for driven piles with SIPT-methodHONKANIEMI, M.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 113-116Conference Paper

Practical applications of the standard penetration test complemented by torque measurements, SPT-T; present stage and future trendsDECOURT, L; QUARESMA, A.R.International conference on soil mechanics and foundation engineering. 1994, pp 143-146Conference Paper

Penetration testing application in China = Applications des essais pénétrométriques en ChineJIAN-XIN YUAN.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 389-395Conference Paper

Evaluation de la liquéfaction du sol au moyen des essais de pénétrométrie à cône. II partieSHIBATA, T.Kyoto Daigaku Bōsai Kenkyūjo nenpō. 1986, Vol 29B, Num 2, pp 59-67, issn 0386-412XArticle

Evaluation of liquefaction resistance of sands in fieldGUO, T; PRAKASH, S.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 541-546, isbn 90-5809-055-8Conference Paper

SPT N-value and S-wave velocity of gravelly soils with different particle gradingsKOKUSHO, T; YOSHIDA, Y.ISC'98 : International Conference on site characterization. 1998, pp 933-938, isbn 90-5410-939-4Conference Paper

Penetration testing 1988 : Proceedings / First International Symposium on penetration testing; ISOPT-1, Orlando, 20-24 March 1988 = Essais pénétrométriques 1988 : Communications / 1^er Symposium International sur les essais pénétrométriques; ISOPT-1, Orlando, 20-24 mars 1988DE RUITER, J.International Symposium on penetration testing; ISOPT-1. 1. 1988, 2Vol, 1076 p, isbn 90-6191-801-4Conference Proceedings