RESULTS AND INTERPRETATION OF SPT PRACTICE STUDYKOVACS WD.1981; ASTM GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981-09; VOL. 4; NO 3; PP. 126-129; BIBL. 3 REF.; ILL.Article

Methods of pile design based on CPT and SPT resultsBANDINI, P; SALGADO, R.ISC'98 : International Conference on site characterization. 1998, pp 967-976, isbn 90-5410-939-4Conference Paper

PIEZOMETER PROBE (CUPT) FOR SUBSOIL IDENTIFICATION = SONDE PIEZOMETRIQUE (CUPT) POUR L'IDENTIFICATION DES SOLSJONES GA; RUST E.1983; RECONNAISSANCE DES SOLS ET DES ROCHES PAR ESSAIS EN PLACE. SYMPOSIUM INTERNATIONAL/1983-05-18/PARIS; FRA; PARIS: AIGI/IAEG; DA. 1983; VOL. 2; PP. 303-308; ABS. FRE; BIBL. 13 REF.; ILL.Conference Paper

SOME SOIL PARAMETERS DETERMINED BY CONE PENETRATION TESTS = QUELQUES PARAMETRES DU SOL DETERMINES PAR DES ESSAIS DE PENETRATION PAR CONEMILOVIC D; STEVANOVIC S.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 709-714; BIBL. 15 REF.; 2 TAB. ; TABL./ILL.Conference Paper

A SIMPLIFIED ANALYTICAL METHOD FOR SOIL PENETRATION ANALYSIS = METHODE ANALYTIQUE SIMPLIFIEE POUR L'ANALYSE DE LA PENETRATION DANS LES SOLSYANKELEVSKY DZ; ADIN MA.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1980; VOL. 4; NO 2; PP. 233-254; BIBL. 11 REF.; 2 TAB. ; ILL./TABL.Article

A MODIFIED METHOD FOR MEASURING SOIL COMPACTIONMOBARAK MOHAMED MOSTAFA.1975; EGYPT. J. SOIL SCI.; EGY; DA. 1975 PUBL. 1977; PP. 201-207; ABS. ARA; BIBL. 3 REF.; 5 ILL.Article

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

CONE PENETROMETER TESTING IN THE UK = ESSAIS DE PENETROMETRIE AU ROYAUME UNIERWIG H; SWAIN CW.1982; CIV. ENG. (LOND.); ISSN 0305-6473; GBR; DA. 1982-09; PP. 27-31; 3 P.; BIBL. 9 REF.; ILL.Article

SPT AND THE COMPRESSIBILITY OF COHESIONLESS SOILS = SPT ET LA COMPRESSIBILITE DES SOLS NON COHESIFSANAGNOSTOPOULOS AG; PAPADOPOULOS BP.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 25-28; BIBL. 6 REF.; ILL.Conference Paper

ESTIMATE OF SOIL COMPRESSIBILITY FROM STANDARD PENETRATION TESTEL MOURSI HH; KRIZEK RJ; COROTIS RB et al.1978; GEOTECH. ENGNG; THA; DA. 1978; VOL. 9; NO 1; PP. 1-12; BIBL. 1 P.; 5 ILL.Article

PAPERS.1974; IN: EUR. SYMP. PENETRATION TEST. ESOPT. PROC.; STOCKHOLM; 1974; S.L.; NATL. SWED. BUILD. RES.; DA. 1974; VOL. 2.2; PP. 1-435; BIBL. DISSEM.Conference Paper

THE "METHOD OF EQUILIBRIUM PROBE" AND ITS APPLICATION = LA "METHODE DE SONDE D'EQUILIBRE" ET SON APPLICATIONGONCHAROV BV; FAERSTEIN VD; FASERSHTESN VD et al.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 31-32; BIBL. 3 REF.; ILL.Conference Paper

CHOCOLATERIE. PENETROMETRIE. SES POSSIBILITES D'EMPLOI DANS LA PRATIQUEKLEINERT J.1980; REV. INT. FABR., PROD. BASE FARINE SUCRE IND. ALLIEES; FRA; DA. 1980; VOL. 55; NO 2; PP. 19-24; BIBL. 3 REF.Article

SAUGSPANNUNGSABHAENGIGER EINDRINGWIDERSTAND VON MODELLBOEDEN. = RESISTANCE A LA PENETRATION LIEE A LA CAPACITE D'ABSORPTION DE SOLS TYPESBECHER HH.1977; MITT. DTSCH. BODENKDL. GESELLSCH.; DTSCH.; DA. 1977; VOL. 25; NO 1; PP. 35-36; BIBL. 4 REF.; (REF. JAHRESTAG.; BREMEN; 1977)Conference Paper

APPLICATION OF REMOTE VANE RESULTS FO OFFSHORE GEOTECHNICAL PROBLEMS.KRAFT LM JR; AHMAD N; FOCHT JA JR et al.1976; IN: EIGHTH ANNU. OFFSHORE TECHNOL. CONF. PROC.; HOUSTON; 1976; DALLAS; OFFSHORE TECHNOL. CONF.; DA. 1976; VOL. 3; PP. 75-96; BIBL. 3 P.; 25 ILL.Conference Paper

RAPPORT DU SOUS-COMITE EUROPEEN DE STANDARDISATION DES ESSAIS PAR PENETRATIONsd; GBR; LONDON: ISSMFE DEP. CIVIL ENG.; DA. S.D.; PP. 95-152; 42 ILL.Book

LA RECONNAISSANCE DES SOLS ET LES ESSAIS DE PENETRATION = SITE INVESTIGATION AND PENETRATION TESTSAMAR S; NAZARET JP; WASCHKOWSKI E et al.1983; RECONNAISSANCE DES SOLS ET DES ROCHES PAR ESSAIS EN PLACE. SYMPOSIUM INTERNATIONAL/1983-05-18/PARIS; FRA; PARIS: AIGI/IAEG; DA. 1983; VOL. 2; PP. 177-185; ABS. ENG; BIBL. 15 REF.; ILL.Conference Paper

DYNAMIC PENETRATION TESTING: STATE-OF-THE-ART REPORT = ESSAIS DE PENETRATION DYNAMIQUE: RAPPORT DE LA MAITRISE DE L'ARTMELZER KJ; SMOLTCZYK U.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 191-202; BIBL. 2 P.; 1 TAB. ; TABL./ILL.Conference Paper

EXPERIENCE ON A STANDARD PENETRATION TEST = EXPERIENCE D'UN ESSAI DE PENETRATION STANDARDHUANG SHI MING.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 61-66; BIBL. 2 REF.; ILL.Conference Paper

STANDARD PENETRATION TEST: STATE-OF-THE-ART REPORT = ESSAI STANDARD DE PENETROMETRIE: RAPPORT SUR LA MAITRISE DE L'ARTNIXON IK.1982; PENETRATION TESTING. ESOPT 2. EUROPEAN SYMPOSIUM ON PENETRATION TESTING. 2/1982-05-24/AMSTERDAM; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 3-24; BIBL. 3 P.; 4 TAB. ; TABL./ILL.Conference Paper

THE USE OF THE CONE PENETROMETER TO DETERMINE THE PLASTIC LIMIT OF SOILS.WOOD DM; WROTH CP.1978; GROUND ENGNG; G.B.; DA. 1978; VOL. 11; NO 3; PP. 37; BIBL. 10 REF.; 1 ILL.Article

BADANIA GRUNTOW STATYCZNA SONDA WKRECANA. = ETUDE DE SOLS AU MOYEN DU PENETROMETRE STATIQUE.BOROWCZYK M; FRANKOWSKI Z.1978; PRZEGL. GEOL.; POL; DA. 1978; VOL. 26; NO 6; PP. 374-380; ABS. ENG/RUS; BIBL. 17 REF.; 14 ILL.Article

A study on performance of dynamic compaction at a power project siteSHARMA, B. V. R; NARESH, D. N; KHETARPAL, R et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 363-366, isbn 90-5809-055-8Conference 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

Internationale Normierung von Sonden. Gegenwärtiger Stand = Normalisation internationale des sondes. Etat actuelZEINDLER, H.1981, Num 105, issn 0253-4614, 3 p.Article