THEORY OF GROUNDWATER FLOW = L'ECOULEMENT DES EAUX SOUTERRAINESVERRUIJT A.1982; ; GBR; LONDON: MCMILLAN; DA. 1982; 150 P.; 24 CM; BIBL. 3 P.; ISBN 0-333-32959-7; ED. 2; 5 TAB. ; ILL./TABL.Book

STEADY DISPERSION ACROSS AN INTERFACE IN A POROUS MEDIUM.VERRUIJT A.1971; J. HYDROL.; 1971, VOL. 14, NUM. 0003-0004, P. 337 A 347Miscellaneous

SOME BASIC PROGRAMS FOR FINITE ELEMENT ANALYSISVERRUIJT A.1981; ADV. ENG. SOFTW.; ISSN 0141-1195; GBR; DA. 1981 PUBL. 1980; VOL. 3; NO 1; PP. 26-30; BIBL. 8 REF.Article

COMMENT ON RELATIONSHIP BETWEEN HORIZONTAL STRAIN, NEAR A WELL AND REVERSE WATER LEVEL FLUCTUATION BY ROGER G. WOLFF.VERRUIJT A.1971; WAT. RESOURCES RES.; USA; 1971, VOL. 1369, NUM. 0005Miscellaneous

SOME REMARKS ON THE PRINCIPLE OF EFFECTIVE STRESS = QUELQUES REMARQUES SUR LE PRINCIPE DE CONTRAINTE EFFECTIVEVERRUIJT A.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 167-170; BIBL. 7 REF.Conference Paper

SOLUTION OF TRANSIENT GROUNDWATER FLOW PROBLEMS BY THE FINITE ELEMENT METHOD.VERRUIJT A.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 8, NUM. 0003, P. 725 A 727Miscellaneous

AN INTERFACE PROBLEM WITH A SOURCE AND A SINK IN THE HEAVY FLUID.VERRUIJT A.1969; J. HYDROL.; NLD; 1969(6), VOL. 8, NUM. 0002, P. 197 A 206Miscellaneous

EXTENSIVE AQUIFERS.VERRUIJT A.sdIN: REUN. INT. AIRH/SIA SUR NAPPES SOUTERR.; RAPPERSWIL; 1975; ZURICH INST. HYDROMEC. AMENAG. EAUX EPF,1975, VOL. 1, P. 1 A 19Miscellaneous

A NUMERICAL MODEL FOR MULTIPHASE FLOW IN POROUS MEDIA = MODELE NUMERIQUE DE L'ECOULEMENT MULTIPHASE EN MILIEU POREUXVERRUIJT A.1981; EUROMECH 143. FLOW AND TRANSPORT IN POROUS MEDIA. COLLOQUIUM/1981/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1981; PP. 135-138; BIBL. 6 REF.; ILL.Conference Paper

FINITE ELEMENT CALCULATIONS ON A MICRO-COMPUTERVERRUIJT A.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 15; NO 10; PP. 1570-1574; BIBL. 2 REF.Article

THE ROTATION OF A VERTICAL INTERFACE IN A POROUS MEDIUMVERRUIJT A.1980; WAT. RESOURCES RES.; USA; DA. 1980; VOL. 16; NO 1; PP. 239-240; BIBL. 6 REF.Article

A SIMPLE FORMULA FOR THE ESTIMATION OF PORE PRESSURES AND THEIR DISSIPATIONVERRUIJT A.1980; APPL. OCEAN RES.; GBR; DA. 1980; VOL. 2; NO 2; PP. 57-62; BIBL. 24 REF.Article

Deformations of an elastic half plane with a circular cavityVERRUIJT, A.International journal of solids and structures. 1998, Vol 35, Num 21, pp 2795-2804, issn 0020-7683Article

AN ACCURACY CONDITION FOR CONSOLIDATION BY FINITE ELEMENTS = CONDITION D'EXACTITUDE POUR LA CONSOLIDATION PAR LA METHODE DES ELEMENTS FINISVERMEER PA; VERRUIJT A.1981; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 1; PP. 1-14; BIBL. 5 REF.; ILL.Article

An approximation of the Rayleigh stress waves generated in an elastic half planeVERRUIJT, A.Soil dynamics and earthquake engineering (1984). 2008, Vol 28, Num 3, pp 159-168, issn 0267-7261, 10 p.Article

AN ACCURACY CONDITION FOR CONSOLIDATION BY FINITE ELEMENTS = UNE CONDITION DE PRECISION POUR LA CONSOLIDATION PAR ELEMENTS FINISVERMEER PA; VERRUIJT A.1981; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1981; VOL. 5; NO 1; PP. 1-14; BIBL. 5 REF.Article

ELASTIC ANALYSIS OF SOIL-FOUNDATION INTERACTION BOOK REVIEW = ANALYSE ELASTIQUE DE L'INTERACTION SOL-FONDATION. RESUME DU LIVREVERRUIJT A RAPP; SELVADURAI APS.1981; ENG. GEOL.; ISSN 0013-7952; USA; DA. 1981-03; VOL. 17; NO 1-2; PP. 71Article

PRIMARY AND SECONDARY CONSOLIDATION OF A SPHERICAL CLAY SAMPLE.JOSSELIN DE JONG G DE; VERRUIJT A.1965; C.R.6EME.CONGR.INTERNAT.MECAN.SOLS.TRAV.FONDATIONS.UNIV.TORONTO.PRESS; 1965, VOL. 1, P. 254 A 258Miscellaneous

COLLOQUIUM ON FLOW AND TRANSPORT IN POROUS MEDIA. 2-4 SEPTEMBER 1981, DELFT = COLLOQUE SUR LE FLUX ET LE TRANSPORT DANS LES MILIEUX POREUX. 2-4 SEPTEMBRE 1981, DELFTVERRUIJT A ED; BARENDS FBJ ED.1981; COLLOQUIUM ON FLOW AND TRANSPORT IN POROUS MEDIA/1981/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1981; 239 P.; 25 CM; BIBL. DISSEM.; ISBN 90-6191-216-4; EUROMECH, 143; ESQUISSE/ILL.Conference Proceedings

A complex variable solution for a deforming buoyant tunnel in a heavy elastic half-planeSTRACK, O. E; VERRUIJT, A.International journal for numerical and analytical methods in geomechanics. 2002, Vol 26, Num 12, pp 1235-1252, issn 0363-9061Article

Moving loads on an elastic half-plane with hysteretic dampingVERRUIJT, A; CORNEJO CORDOVA, C.Journal of applied mechanics. 2001, Vol 68, Num 6, pp 915-922, issn 0021-8936Article

Surface settlements due to deformation of a tunnel in an elastic half planeVERRUIJT, A; BOOKER, J. R.Geotechnique. 1996, Vol 46, Num 4, pp 753-756, issn 0016-8505Article

Laterally loaded piles in a layered elastic medium = Pieux sous charge latérale dans un milieu élastique multicoucheVERRUIJT, A; KOOIJMAN, A. P.Geotechnique. 1989, Vol 39, Num 1, pp 39-46, issn 0016-8505Article

Land reclamation in the NetherlandsVERRUIJT, A.International Conference on soil mechanics and geotechnical engineeringCongrès International de mécanique des sols et de la géotechnique. 2001, pp 2303-2309, isbn 90-2651-841-2Conference Paper

Seepage failure of sand behind sheet piles : The mechanism and practical approach to analyzeTANAKA, T; VERRUIJT, A.Soils and foundations. 1999, Vol 39, Num 3, pp 27-35, issn 0038-0806Article