EFFECTIVE-STRESS PARAMETERS OF ANISOTROPIC SOIL.CHOWDHURY RN.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 124-128; BIBL. 5 REF.Article

FLOW AT INTERFACE OF TWO ANISOTROPIC SOIL ZONES.CHOWDHURY RN.1976; PROC. AMER. SOC. CIV. ENGRS, J. GESTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 11; PP. 1195-1198; BIBL. 3 REF.; 3 ILL.Article

LANDSLIDES AS NATURAL HAZARDS - MECHANISMS AND UNCERTAINTIES = LES GLISSEMENTS DE TERRAIN EN TANT QUE MECANISMES LIES AU HASARD ET AUX INCERTITUDESCHOWDHURY RN.1980; GEOTECH. ENG.; ISSN 0046-5828; THA; DA. 1980; VOL. 11; NO 2; PP. 135-180; 6 TAB. ; ILL./TABL.Article

SLOPE ANALYSISCHOWDHURY RN.1978; ; NLD; AMSTERDAM; ELSEVIER; DA. 1978; XI-423 P.; 25 CM; BIBL. 18 P.; 155 ILL.; ISBN 0-444-4172 4-9; DEVELOPMENTS IN GEOTECHNICAL ENGINEERING, 22Book

SLOPE ANALYSIS.CHOWDHURY RN.1978; DEVELOP. GEOTECH. ENGNG; NLD; DA. 1978; VOL. 22; (434 P.); BIBL. 19 P.; 22 ILL.Serial Issue

MECHANISM OF NATURAL SLOPE FAILURES IN THE GREATER WOLLONGONG AREA OF NSW.CHOWDHURY RN.1976; SEARCH; AUSTRAL.; DA. 1976; VOL. 7; NO 9; PP. 396-397; BIBL. 6 REF.Article

COMPARISON OF FINITE ELEMENT TECHNIQUES IN SOIL MECHANICS. = COMPARAISON DES TECHNIQUES PAR ELEMENTS FINIS EN MECANIQUE DES SOLSCHOWDHURY RN.1975; IN: CONF. SOIL MECH. FOUND. ENG.; ISTANBUL; 1975; ISTANBUL; ISTANBUL TEK. UNIV.; DA. 1975; VOL. 2; PP. 75-84; BIBL. 1 P. 1/2Conference Paper

PSEUDO-ELASTIC PARAMETERS OF SATURATED ANISOTROPIC SOIL.CHOWDHURY RN.1974; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1974; VOL. 4; NO 1; PP. 23-25; BIBL. 12 REF.Article

ANISOTROPIC ELASTIC PARAMETERS FOR SOIL (DISCUSSION AND REPLY).PICKERING DJ; CHOWDHURY RN; KING GJW et al.1972; GEOTECHNIQUE; GBR; 1972, VOL. 22, NUM. 0001, P. 183 A 185Miscellaneous