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A COMPARATIVE EVALUATION OF TWO ROADSIDE BRAKE TESTING PROCEDURES.CORN RF; LANDIS JR; FLORA JD et al.1977; ACID ANAL. PREVENT.; G.B.; DA. 1977; VOL. 9; NO 3; PP. 167-176; BIBL. 10 REF.Article

A NEED FOR IN SITU TESTING OF CONCRETE = NECESSITE DES ESSAIS "IN SITU" DU BETONPHILLEO RE.1979; CONCR. INT. DES. CONSTR.; USA; DA. 1979; VOL. 1; NO 9; PP. 43-44Article

RECHERCHES EN LABORATOIRE ET EN PLACE D'UN DEVERSOIR A SIPHON EN FORME DE TUBEDEMENT'EV VG; SIMAKOV GV.1974; GIDROTEKH. I MELIOR.; S.S.S.R.; DA. 1974; NO NO 12; PP. 18-22; BIBL. 1 REF.Article

CHARGE D'ESSAIS DES FONDATIONS DE PAROI MOULEEBOLYA J; REGELE Z.1976; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1976; VOL. 26; NO 5; PP. 202-207; ABS. ALLEM. RUSSE ANGL.; BIBL. 9REF.Article

ROLE DE L'ESSAI IN SITU DANS LE CONTROLE DU COMPORTEMENT DES CONSTRUCTIONSHANN FEI.sdIN: COMPORTEMENT SERV. BETON. COLLOQ. INTER.-ASSOC. RAPP. PRELIM.; LIEGE; 1975; S.L.; DA. S.D.; VOL. I; PP. 269-274; ABS. ANGL.; BIBL. 2REF.Conference Paper

IN SITU SHEAR TEST FOR ROCK FILLS = ESSAI DE CISAILLEMENT IN SITU POUR DES ENROCHEMENTSJAIN SP; GUPTA RC.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 9; PP. 1031-1050; BIBL. 10 REF.Article

ETAT LIMITE DU COMPORTEMENT ELASTIQUE D'ENSEMBLE STABILISE DES CONSTRUCTIONS ET SON ROLE DANS LE CONTROLE DE LA SECURITE DE FONCTIONNEMENT PAR VOIE D'ESSAIS IN SITU AVEC UN CHARGEMENT D'EPREUVE STATIQUEHANN FEI.1974; CONSTRUCTII; ROMAN.; DA. 1974; NO 4; PP. 19-24; ABS. ANGL. FR. ALLEM. RUSSE; BIBL. 16 REF.Article

SUGGESTED PRACTICE FOR PRESSUREMETER TESTING IN SOILS = SUGGESTION DE METHODE D'ESSAIS DE SOLS AU PRESSIOMETREWINTER E.1982; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 3-4; PP. 85-88Article

DETERMINATION OF THE DENSITY AND MOISTURE CONTENT OF SOIL IN PLACE USING NUCLEAR EQUIPMENTEASAW G.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 4; PP. 114-119; BIBL. 7 REF.Article

FIELD RESEARCH OF SOME PROTOTYPED TWOLAYERED GRID ROOFSBRODKDA J; KWASNIEWSKI M.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 823-831; H.T. 2; BIBL. 10REF.Conference Paper

PRECAST CONCRETE RETAINING WALL PASSES TESTS1975; PUBLIC WORKS; U.S.A.; DA. 1975; VOL. 106; NO 2; PP. 80-81Article

DETERMINATION PRELIMINAIRE DE LA CARACTERISTIQUE D'ABATTAGE DE LA ROCHE PAR DES METHODES GEOPHYSIQUES POUR LA CONSTRUCTION DES AUTOROUTESTKANY Z.1974; INZ. STAVBY; CESKOSL.; DA. 1974; VOL. 22; NO 12; PP. 561-567; ABS. RUSSE ALLEM. ANGL.; BIBL. 3 REF.; 9 ILL.Article

FROM THEORY TO FIELD EXPERIENCE WITH THE NON-DESTRUCTIVE VIBRATION TESTING OF PILESDAVIS AG; DUNN CS.1974; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1974; VOL. 57; NO 2; PP. 571-593; BIBL. 5 REF.Article

DESIGN AND FIELD TEST OF A PRECAST RETAINING STRUCTURENIELSON FD; HUGGINS AF.sdIN: ENG. GEOL. SOILS ENG. ANNU. SYMP. 13. PROC.; MOSCOW, IDAHO; 1975; S.L.; DA. S.D.; PP. 59-74Conference Paper

MASS CONCRETE SECTIONS AND THE MATURITY CONCEPT.NISBET EG; MAITLAND ST.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 1; PP. 47-57; ABS. FR.; BIBL. 4 REF.Article

ETUDE DE LA STABILITE AERODYNAMIQUE DE PONT SUSPENDU DU TYPE CAISSON. SECTION TYPE DU PONT DE NAMHAE1975; ISHIKAWAJIMA-HARIMA ENGNG REV.; JAP.; DA. 1975; VOL. 15; NO 3; PP. 324-328; ABS. ANGL.; BIBL. 8REF.Article

PREDICTING PAVEMENT PERFORMANCEBOYER RE; HARR ME.1974; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1974; VOL. 100; NO 2; PP. 431-442; BIBL. 11 REF.Article

ETUDE DE LA DISTRIBUTION DES FISSURES ET CHANGEMENT DANS LA VITESSE DU SON DANS LES ROCHESKOBAYASHI R.1974; J. MING METALLURG. INST. JAP.; JAP.; DA. 1974; VOL. 90; NO 1031; PP. 21-26; ABS. ANGL.; BIBL. 6 REF.Article

DYNAMISCHE INSITU-VERSUCHE AN BAUWERKEN = ESSAIS DYNAMIQUES IN SITU SUR LES OUVRAGESFLESCH R.1981; VDI-BER.; ISSN 0083-5560; DEU; DA. 1981; NO 419; PP. 29-37; BIBL. 11 REF.Conference Paper

SITE TESTING OF CONCRETETOMSETT HN.1976; BRIT. J. NON-DESTRUCT. TESTG; G.B.; DA. 1976; VOL. 18; NO 3; PP. 82-87; BIBL. 7REF.Article

ESSAIS IN SITU. EXPLOITATION DES ESSAIS PRESSIOMETRIQUESHANUS F.1976; TRAV. PUBLICS; FR.; DA. 1976; VOL. 112; NO 1012; PP. 39-43Article

FEEDBACK FROM FIELD STUDIES OF HYDRAULIC DREDGES = EFFET RETROACTIF DU DRAGAGE HYDRAULIQUE A PARTIR D'ETUDES IN SITUBASCO DR.1975; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 277-289; BIBL. 4REF.Article

NEW ROCK DRILL LUBRICANTS FOR THE SEVENTIES. FROM LABORATORY TO MINEMAKIN AD; WEAVER EW.1974; TRANS. CANAD. INST. MING METALLURGY; CANADA; DA. 1974; VOL. 77; PP. 369-376; BIBL. 8REF.Article

FIELD TEST OF HOLLOW TYPE CAISSON (THE SYSTEM OF V.S.L. ROCK ANCHOR) V.S.L.; VORSPAN SISTEM LOSINGORSAKUTA M; HIRANO S; MITSUI M et al.1975; IN: INT. OCEAN DEV. CONF. 3. PREPR.; TOKYO; 1975; TOKYO; SECR. INT. OCEAN DEV. CONF.; DA. 1975; VOL. 2; PP. 643-653Conference Paper

FIELD TEST OF A CURVED PRESTRESSED CONCRETE BRIDGE AND COMPARISON WITH MODEL TESTSCHUNG HW; GARDNER NJ.1974; J. AMER. CONCR. INST.; U.S.A.; DA. 1974; VOL. 71; NO 5; PP. 251-256; BIBL. 3 REF.Article

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