FURTHER NEW COMBINATIONS IN THE GENISS CHAMAESYCE SF GRAY (EUPHORBIACEAE)RAJU VS; RAO PN.1978; PHYTOLOGIA; USA; DA. 1978; VOL. 40; NO 5; PP. 391-392Article

THEORY FOR SHEAR STRENGTH OF GRANULAR MATERIALS.SADASIVAN SK; RAJU VS.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 851-861; BIBL. 1 P.Article

CONSTANT-VOLUME TRIAXIAL TESTS TO STUDY THE EFFECTS OF MEMBRANE PENETRATIONRAMANA KV; RAJU VS.1981; ASTM GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981-09; VOL. 4; NO 3; PP. 117-122; BIBL. 6 REF.; ILL.Article

SHEAR STRENGTH OF SAND AT CONSTANT VOLUME.SADASIVAN SK; RAJU VS.1977; J. TESTG EVAL.; U.S.A.; DA. 1977; VOL. 5; NO 3; PP. 224-230; BIBL. 17 REF.Article

VARIATION IN THE STRUCTURE AND DEVELOPMENT OF FOLIAR STOMATA IN THE EUPHORBIACEAE.RAJU VS; RAO PN.1977; BOT. J. LINN. SOC.; G.B.; DA. 1977; VOL. 75; NO 1; PP. 69-97; BIBL. 2 P. 1/2Article

HOMOGENEOUS TRIAXIAL TESTS ON SAND-CRITERION FOR HOMOGENEITY AND MEASUREMENT OF VOLUME CHANGES.RAJU VS; DEMAN F.1976; REV. CANAD. GEOTECH.; CANADA; 1976, VOL. 13, NUM. 0001, P. 85 A 91Serial Issue

ANALYSIS OF FOOTINGS ON VESICULAR LATERITE.JOHN PV; RAJU VS.1975; GEOTECH. ENGNG; THAILAND; DA. 1975; VOL. 6; NO 2; PP. 119-132; BIBL. 1 P.; 9 ILL.Article

INFLUENCE OF INSTALLATION METHODS ON FRICTIONAL CHARACTERISTICS OF CONCRETE PILES IN SAND. A MODEL STUDY = INFLUENCE DES METHODES D'INSTALLATION SUR LES CARACTERISTIQUES DE FROTTEMENT DES PIEUX EN BETON DANS LE SABLE. UNE ETUDE SUR MODELERAJU VS; THOMAS MT.1981; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1981; VOL. 61; NO 4; PP. 187-191; BIBL. 7 REF.Article

TIDAL INFLUENCE OF THE SEASONAL VARIATION IN CURRENT AND SALINITY AROUND WILLINGDON ISLANDUDAYA VARMA P; PYLEE A; RAMA RAJU VS et al.1981; MAHASAGAR; ISSN 0542-0938; IND; DA. 1981; VOL. 14; NO 4; PP. 225-237; BIBL. 8 REF.Article

HYDROGRAPHIC CHARACTERISTICS AND TIDAL PRISM AT THE COCHIN HARBOUR MOUTHRAMA RAJU VS; UDAYA VARMA P; PYLEE A et al.1979; INDIAN J. MAR. SCI.; IND; DA. 1979; VOL. 8; NO 2; PP. 78-84; BIBL. 14 REF.Article