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au.\*:("MADHAV MR")

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PROBABILISTIC ANALYSIS OF ALLOWABLE BEARING PRESSURES OF FOUNDATIONS IN SANDS = ANALYSE PROBABILISTE DES PRESSIONS SUR LE SOL PERMISES DE FONDATIONS DANS DES SABLESMADHAV MR; RAMAKRISHNA KS.1982; GEOMECH-81. SYMPOSIUM ON ENGINEERING BEHAVIOUR OF COARSE GRAINED SOILS, BOULDERS AND ROCKS/1981/HYDERABAD; IND; MEERUT: SARITA PRAKAHAN; DA. 1982; VOL. 1; PP. 145-150; BIBL. 1 P.; ILL.Conference Paper

ANALYSIS OF ECCENTRICALLY LOADED RIGID RING FOOTINGS = ANALYSE DE SEMELLES ANNULAIRES RIGIDES A CHARGE EXCENTRIQUEMADHAV MR; KARMARKAR RS.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 749-755; BIBL. 5 REF.; ILL.Conference Paper

HYDRAULIC CONDUCTIVITY IN SURFACE ACTIVE SOILS.BASAK P; MADHAV MR.1976; AUSTRAL. J. SOIL RES.; AUSTRAL.; DA. 1976; VOL. 14; NO 2; PP. 121-127; BIBL. 16 REF.; 4 ILL.Article

EFFECT OF THE INERTIA TERM IN ONE-DIMENSIONAL FLUID FLOW IN DEFORMABLE POROUS MEDIABASAK P; MADHAV MR.1978; J. HYDROL.; NLD; DA. 1978; VOL. 38; NO 2; PP. 139-146; BIBL. 7 REF.; 3 ILL.Article

STRIP FOOTING ON WEAK CLAY STABILIZED WITH A GRANULAR TRENCH OR PILE = SEMELLE FILANTE SUR ARGILE MOLLE STABILISEE PAR UNE TRANCHEE OU UN PIEU DE SABLEMADHAV MR; VITKAR PP.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 4; PP. 605-609; ABS. FRE; BIBL. 10 REF.Article

GROUND SUBSIDENCE DUE TO NONLINEAR FLOW THROUGH DEFORMABLE POROUS MEDIA.MADHAV MR; BASAK P.1977; J. HYDROL.; NETHERL.; DA. 1977; VOL. 34; NO 1-2; PP. 21-33; BIBL. 1 P. 1/2; 3 ILL.Article

UNDRAINED MODULUS FROM VANE SHEAR TEST.MADHAV MR; RAMAKRISHNA KS.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 11; PP. 1337-1340; BIBL. 6 REF.Article

ELASTO-PLASTIC SETTLEMENT OF RIGID FOOTINGS = TASSEMENT ELASTOPLASTIQUE DE SEMELLES RIGIDESMADHAV MR; KARMARKAR RS.1982; PROC. AM. SOV. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT3; PP. 483-488; BIBL. 5 REF.Article

ANALYTICAL SOLUTIONS TO THE PROBLEMS OF TRANSIENT DRAINAGE THROUGH TRAPEZOIDAL EMBANKMENTS WITH DARCIAN AND NON-DARCIAN FLOWBASAK P; MADHAV MR.1979; J. HYDROL.; NLD; DA. 1979; VOL. 41; NO 1-2; PP. 49-57; BIBL. 5 REF.; 6 ILL.Article

ANALYTICAL SOLUTIONS OF SAND DRAIN PROBLEMS.PUNYABRATA BASAK; MADHAV MR.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 129-135; BIBL. 2 REF.; 3 ILL.Article

BUCKLING OF FINITE BEAMS IN ELASTIC CONTINUUMMADHAV MR; DAVIS EH.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 6; PP. 1227-1236; BIBL. 16 REF.Article

EFFECT OF CLAY ON THE ACCURACY OF THE HYDROMETER METHOD.MADHAV MR; SUBRAMANYA K.1971; SEDIMENTOLOGY; NLD; 1971(3), VOL. 16, NUM. 0001-0002, P. 119 A 123Miscellaneous

EARTH PRESSURES UNDER SEISMIC CONDITIONS.MADHAV MR; KAMASWARA RAO SV.1969; SOIL FOUND.; JPN; 1969(12), VOL. 9, NUM. 0004, P. 33 A 47Miscellaneous

SALT-WATER INTRUSION DUE TO PUMPING BY TWO DRAINS IN A COASTAL AQUIFER.MISHRA GC; MADHAV MR; SUBRAMANYA K et al.sdIN: INT. SYMP. DEV. GROUND WATER RESOUR. PROC.; MADRAS; 1973; MADRAS IMPR. REG. SCH. PRINT.,, VOL. 2,4, P. 1 A 11Miscellaneous

COUPLED NUMERICAL METHOD FOR PLATES ON ELASTIC FOUNDATION = METHODE NUMERIQUE COUPLEE POUR DES PLAQUES SUR FONDATION ELASTIQUEIYENGAR NGR; MADHAV MR; SARVENSH CHANDRA et al.1981; NUMERICAL METHODS FOR COUPLED PROBLEMS. INTERNATIONAL CONFERENCE ON NUMERICAL METHODS FOR COUPLED PROBLEMS. 1/1981/SWANSEA; GBR; SWANSEA: PINERIDGE PRESS; DA. 1981; PP. 675-687; BIBL. 15 REF.Conference Paper

ANALYSIS OF RIGID RING FOUNDATIONS = ANALYSE DES FONDATIONS RIGIDES EN ANNEAUXKATHROLI S; MADHAV MR; IYENGAR NGR et al.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 687-692; BIBL. 1 P.; 5 TAB. ; ILL./TABL.Conference Paper

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

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