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au.\*:("VALSANGKAR AJ")

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EXPERIMENTAL STUDY OF PUNCHING COEFFICIENTS AND SHAPE FACTOR FOR TWO LAYERED SOILS = ETUDE EXPERIMENTALE DES COEFFICIENTS DE POINCONNEMENT ET DES FACTEURS DE FORME POUR DES SOLS BICOUCHESVALSANGKAR AJ; MEYERHOF GG.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 4; PP. 802-805; ABS. FRE; BIBL. 10 REF.; 4 ILL.Article

THE VALIDITY OF RING COMPRESSION THEORY IN THE DESIGN OF FLEXIBLE BURIED PIPESVALSANGKAR AJ; BRITTO AM.1978; TRANSP. ROAD RES. LAB., SUPPL. REP.; GBR; DA. 1978; NO 440; PP. 1-16; H.T. 24; BIBL. 17 REF.Serial Issue

FLEXURAL RESPONSE OF A CIRCULAR PLATE ON A BILINEAR FOUNDATIONIYENGAR NGR; VALSANGKAR AJ.1977; ISRAEL J. TECHNOL.; ISR; DA. 1977; VOL. 15; NO 6; PP. 351-355; BIBL. 12 REF.Article

NOTE ON THE BENDING OF CLAMPED PLATES ON ELASTIC FOUNDATION UNDER COMBINED INPLANE AND LATERAL LOAD. = NOTE SUR LA FLEXION DES PLAQUES ENCASTREES SUR UNE FONDATION ELASTIQUE SOUS CHARGE COMBINEE DANS LE PLAN ET LATERALEIYENGAR NGR; VALSANGKAR AJ.1976; J. STRUCT. MECH.; U.S.A.; DA. 1976; VOL. 4; NO 2; PP. 227-234; BIBL. 6 REF.Article

LATERAL RESISTANCE AND DEFLECTION OF RIGID WALLS AND PILES IN LAYERED SOILS = RESISTANCE LATERALE ET DEVIATION DE MURS RIGIDES ET DE PIEUX DANS LES SOLS STRATIFIESMEYERHOF GG; MATHUR SK; VALSANGKAR AJ et al.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-05; VOL. 18; NO 2; PP. 159-170; ABS. FRE; BIBL. 32 REF.; ILL.Article

THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN LAYERED SAND = LA FORCE PORTANTE DES PIEUX RIGIDES ET DES GROUPES DE PIEUX SOUS DES CHARGES INCLINEES DANS LE SABLE STRATIFIEMEYER HOF GG; MATHUR SK; VALSANGKAR AJ et al.1981; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1981; VOL. 18; NO 4; PP. 514-519; ABS. FRE; BIBL. 12 REF.Article

OPTIMAL LOWER BOUND OF PASSIVE EARTH PRESSURE USING FINITE ELEMENTS AND NON-LINEAR PROGRAMMINGBASUDHAR PK; VALSANGKAR AJ; MADHAV MR et al.1979; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1979; VOL. 3; NO 4; PP. 367-379; BIBL. 6 REF.; 7 ILL.Article

FLEXURAL RESPONSE OF FOOTINGS ON BILINEAR FOUNDATION = REPONSE EN FLEXION DE SEMELLES DE FONDATIONS BILINEAIRESCHANDRA S; IYENGAR NGR; VALSANGKAR AJ et al.1982; JOURNAL OF THE INSTITUTION OF ENGINEERS. INDIA. CIVIL ENGINEERING DIVISION; ISSN 0373-1995; IND; DA. 1982; VOL. 63; NO 2; PP. 49-55; BIBL. 12 REF.Article

THE BEARING CAPACITY OF RIGID PILES AND PILE GROUPS UNDER INCLINED LOADS IN LAYERED SAND = PORTANCE DE PIEUX RIGIDES ET DE GROUPES DE PIEUX SOUS CHARGES NON VERTICALES DANS DU SABLE STRATIFIEMEYERHOF GG; MATHUR SK; VALSANGKAR AJ et al.1981; CAN. GEOTECH. J.=REV. CAN. GEOTECH.; ISSN 0008-3674; CAN; DA. 1981-11; VOL. 18; NO 4; PP. 514-519; ABS. FRE; BIBL. 12 REF.; ILL.Article

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