STABILITY OF SLOPES BY METHOD OF CHARACTERISTICSSIVA REDDY A; VENKATAKRISHNA KN.1982; J. GEOTECH. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 9; PP. 1182-1186; BIBL. 3 REF.Article

EARTH PRESSURES ON RETAINING WALLS DUE TO ANISOTROPIC AND NONHOMOGENEOUS BACKFILLS.SIVA REDDY A; SRINIVASAN RJ.1976; J. INDIAN INST. SCI.; INDIA; DA. 1976; VOL. 58; NO 8; PP. 345-369; BIBL. 7 REF.Article

EXIT GRADIENT IN ANISOTROPIC POROUS MEDIUMGOVINDA CHANDRA MISHRA; SIVA REDDY A.1983; JOURNAL OF HYDRAULIC ENGINEERING; ISSN 512710; USA; DA. 1983; VOL. 109; NO 6; PP. 897-904; BIBL. 12 REF.Article

BEARING CAPACITY OF STRIP FOOTING ON C. SOILS EXHIBITING ANISOTROPY AND NONHOMOGENEITY IN COHESION = PORTANCE DES SEMELLES FILANTES SUR DES SOLS CARACTERISES PAR UNE COHESION ET UN FROTTEMENT INTERNE ET PRESENTANT UNE COHESION ANISOTROPE ET NON HOMOGENESIVA REDDY A; VENKATAKRISHNA RAO KN.1982; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 1; PP. 49-60; BIBL. 1 P.; 3 TAB. ; ILL./TABL.Article

SEEPAGE FROM A TRIANGULAR CANAL.SIVA REDDY A; MISHRA GC; SEETHARAMIAH K et al.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 6; PP. 219-223; BIBL. 7 REF.Article

Active earth pressures on retaining walls with partially saturated backfillsSIVA REDDY, A; SRIDEVI, J.Journal of the Institution of Engineers. India. Civil Engineering Division. 1991, Vol 71, Num 5, pp 129-137, issn 0020-336XConference Paper

Stability of partially saturated axisymmetric slopesSIVA REDDY, A; KARIBASAPPA, S.Indian geotechnical journal. 1993, Vol 23, Num 4, pp 391-403, issn 0046-8983Article

Stability analysis of axi-symmetric slopes by method of characteristicsSIVA REDDY, A; SRIDEVI, B.Journal of the Institution of Engineers. India. Civil Engineering Division. 1990, Vol 71, Num 2, pp 43-49, issn 0020-336XConference Paper

Stability analysis of bilinear slopes by the method of characteristicsSIVA REDDY, A; AGRAWAL, A.Journal of the Institution of Engineers. India. Civil Engineering Division. 1990, Vol 71, Num 4, pp 106-111, issn 0020-336XConference Paper

A new method for stability of slopes = Nouvelle méthode pour la stabilité des pentesSIVA REDDY, A. R; RAO LAKSHMANA RAO PESHVE.Soils and foundations. 1990, Vol 30, Num 1, pp 167-171, issn 0038-0806Article

Bearing capacity of footings on two layered soilSIVA REDDY, A; JAGANNATH, S.V; HARISH DUTT, H et al.Indian geotechnical journal. 1990, Vol 20, Num 3, pp 161-174, issn 0046-8983Article

Bearing capacity of strip footing in two-layer c-φ soils exhibiting anisotropy and nonhomogeneity in c = Portance des fondations dans les sols à deux couches c-φ montrant une anisotropie et une inhomogénéité en cSIVA REDDY, A; VENKATAKRISHNA RAO, K. N.Indian geotechnical journal. 1983, Vol 13, Num 4, pp 187-210, issn 0046-8983Article

Semiconfined flow through an aquifer = Ecoulement semi confiné à travers un aquifèreSRIDHARAN, K; SIVA REDDY, A; KULKARNI, V.G et al.Indian geotechnical journal. 1988, Vol 18, Num 4, pp 305-321, issn 0046-8983Article

Active earth pressures on retaining wall with bilinear backfills = Pressions de terrains actives sur des murs de soutènement avec remblayage bilinéaireSIVA REDDY, A; LAKSHMANA RAO PESHVE, N.Indian geotechnical journal. 1989, Vol 19, Num 2, pp 107-123, issn 0046-8983Article

Bearing capacity of clays whose cohesion increases linearly with depth = Capacité portante d'argiles dont la cohésion augmente linéairement avec la profondeurSIVA REDDY, A; SINGH, A. K; KARNIK, S. S et al.Journal of geotechnical engineering. 1991, Vol 117, Num 2, pp 348-353, issn 0733-9410, 6 p.Article