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au.\*:("SHIELDS DH")

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INNOVATIONS IN TAILINGS DISPOSAL.SHIELDS DH.1975; REV. CANAD. GEOTECH.; CANADA; 1975, VOL. 12, NUM. 0003, P. 320 A 325Serial Issue

CONSOLIDATION TESTS.SHIELDS DH.1976; GEOTECHNIQUE; G.B.; 1976, VOL. 26, NUM. 0001, P. 209 A 212Serial Issue

CONSOLIDATION TESTSSHIELDS DH.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 1; PP. 209-212; BIBL. 2 REF.; 4 ILL.Article

INNOVATION REQUIRED IN THE DISPOSAL OF URANIUM MINE WASTESSHIELDS DH.1981; CANADIAN NUCLEAR SOCIETY. ANNUAL CONFERENCE. 2/1981/OTTAWA ON; CAN; TORONTO: CANADIAN NUCLEAR SOCIETY; DA. 1981; PP. 276-283; BIBL. 18 REF.Conference Paper

INNOVATIONS IN TAILINGS DISPOSALSHIELDS DH.1975; REV. CANAD. GEOTECH.; CANADA; DA. 1975; VOL. 12; NO 3; PP. 320-325; ABS. FR.; BIBL. 1 REF.Article

A SPECIAL PRESSURE METER AND PRESSURE METER TEST FOR PAVEMENT EVALUATION AND DESIGN = PRESSIOMETRE SPECIAL ET ESSAI AU PRESSIOMETRE POUR L'EVALUATION ET LE CALCUL DES CHAUSSEESBRIAUD JL; SHIELDS DH.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 3; PP. 143-151; BIBL. 8 REF.Article

THE MEASURED HORIZONTAL COEFFICIENT OF CONSOLIDATION OF LAMINATED, LAYERED OR VARVED CLAYS.ROWE PW; SHIELDS DH.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS.; 1965, VOL. 1, P. 342 A 344Miscellaneous

THE PRESSUREMETER AND FOUNDATION ENGINEERING.BAGUELIN F; JEZEQUEL JF; SHIELDS DH et al.1978; SER. ROCK SOIL MECH.; GERM.; DA. 1978; VOL. 2; NO 4; PP. 1-617; BIBL. DISSEM.; ISBN 0878490191Serial Issue

NORMAL AND SHEAR STRESS MEASUREMENTS ON A STRIP FOOTING = MESURES DES CONTRAINTES NORMALES ET TANGENTIELLES D'UNE SEMELLE FILANTEBAUER GE; SHIELDS DH; SCOTT JD et al.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 1; PP. 177-189; ABS. FRE; BIBL. 14 REF.; 18 ILL.Article

STABILITY OF NATURAL SLOPES OF CHAMPLAIN SEA CLAY IN THE OTTAWA-HULL REGION.SCOTT JD; SHIELDS DH; BAUER GE et al.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. XI.23-XI.36; ABS. FR.; BIBL. 9 REF.Conference Paper

ADVANTAGES OF FOUNDING BRIDGE ABUTMENTS ON APPROACH FILLS = AVANTAGES DE CULEES DE PONT FONDEES SUR UN REMBLAIS D'APPROCHESHIELDS DH; DESCHENES JH; SCOTT JD et al.1980; TRANSP. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 749; PP. 39-42; BIBL. 4 REF.Article

THE PRESSUREMETER AND FOUNDATION ENGINEERING BOOK REVIEW = PRESSIOMETRE ET TECHNOLOGIE DES FONDATIONS. RESUME DU LIVRELADANYI B RAPP; BAGUELIN F; JEZEQUEL JF et al.1981; ENG. GEOL.; ISSN 0013-7952; USA; DA. 1981-03; VOL. 17; NO 1-2; PP. 67-69Article

THE NEED FOR PORE PRESSURE INFORMATION FROM SHEAR TESTS = SUR LA NECESSITE DE POUVOIR DISPOSER DE DOCUMENTATION SUR LA PRESSION DANS LES PORES A PARTIR D'ESSAIS DE CISAILLEMENTSHIELDS DH; SKERMER NA; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 610-618; BIBL. 5 REF.; ILL.Conference Paper

THE HYDRAULIC FAILURE OF A COFFERDAM = RUPTURE HYDRAULIQUE D'UN BATARDEAUBAUER GE; SCOTT JD; SHIELDS DH et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 574-583; ABS. FRE; BIBL. 3 REF.Article

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