LIQUEFACTION OF SOILS DURING EARTHQUAKES = LA LIQUEFACTION DES SOLS LORS DE SEISMESIDRISS IM.1982; NUMERICAL METHODS IN GEOMECHANICS. NATO ADVANCED STUDY INSTITUTE/1981/VIMEIRO; NLD; DORDRECHT: D. REIDEL; DA. 1982; PP. 507-530; BIBL. 2 REF.; 1 TAB. ; TABL./ILL.Conference Paper

STATIC STRESSES BY LINEAR AND NONLINEAR METHODS.LEE KL; IDRISS IM.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0009, P. 871 A 887Serial Issue

STATIC STRESSES BY LINEAR AND NONLINEAR METHODSLEE KL; IDRISS IM.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 871-887; BIBL. 8REF.; 13 ILL.Article

ANALYSIS OF SOIL LIQUEFACTION: NIIGATA EARTHQUAKE.SEED HB; IDRISS IM.1968; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1968(11), VOL. 94, P. 1367 A 1371Miscellaneous

SEISMIC SSI OF NUCLEAR POWER PLANT STRUCTURES.IDRISS IM; SADIGH K.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 7; PP. 663-682; BIBL. 10 REF.; 13 ILL.Article

EVALUATION OF LIQUEFACTION POTENTIAL USING FIELD PERFORMANCE DATA = EVALUATION DU POTENTIEL DE LIQUEFACTION A PARTIR DE DONNEES EXPERIMENTALES OBTENUES IN SITUSEED HB; IDRISS IM; ARANGO I et al.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 3; PP. 458-482; BIBL. 38 REF.Article

DURATION CHARACTERISTICS OF HORIZONTAL COMPONENTS OF STRONG-MOTION EARTHQUAKE RECORDSDOBRY R; IDRISS IM; NG E et al.1978; BULL. SEISMOL. SOC. AMER.; USA; DA. 1978; VOL. 68; NO 5; PP. 1487-1520; BIBL. 3 P.Article

SOIL RESPONSE CONSIDERATIONS IN SEISMIC DESIGN OF OFFSHORE PLATFORMS.IDRISS IM; DOBRY R; POWER MS et al.1975; IN: PROC. 1975 OFFSHORE TECHNOL. CONF.; HOUSTON; S.L.; 1975, VOL. 3, P. 191 A 205Miscellaneous

EARTHQUAKE-INDUCED-DEFORMATIONS OF SOFT CLAY SLOPES = DEFORMATIONS DES PENTES D'ARGILE TENDRE CAUSEES PAR DES TREMBLEMENTS DE TERREMORIWAKI Y; IDRISS IM; DOYLE EH et al.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT11; PP. 1475-1493Article

NON LINEAR BEHAVIOR OF SOFT CLAYS DURING CYCLIC LOADING = COMPORTEMENT NON LINEAIRE DES ARGILES MOLLES SOUS DES CHARGES CYCLIQUESIDRISS IM; DOBRY R; SINGH RD et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTGECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 12; PP. 1427-1447; BIBL. 28 REF.; 18 ILL.Article

EARTH DAM-FOUNDATION INTERACTION DURING EARTHQUAKESIDRISS IM; MATHUR JM; SEED HB et al.1974; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1974; VOL. 2; NO 4; PP. 313-323; BIBL. 19 REF.Article

CHARACTERISTICS OF ROCK MOTIONS DURING EARTHQUAKES.SEED B; IDRISS IM; KIEFER FW et al.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(9), VOL. 95, NUM. 0005, P. 1199 A 1218Miscellaneous

COMMENT ON "DURATION CHARACTERISTICS OF HORIZONTAL COMPONENTS OF STRONG-MOTION EARTHQUAKE RECORDS" BY R. DOBRY, I.M. IDRISS AND E. NG, OCTOBER 1978SHAW DE; DOBRY R; IDRISS IM et al.1979; BULL. SEISMOL. SOC. AMER.; USA; DA. 1979; VOL. 69; NO 6; PP. 2125-2128; BIBL. 3 REF.Article

PROPERTIES OF SOIL IN THE SAN FERNANDO HYDRAULIC FILL DAMS.LEE KL; SEED HB; IDRISS IM et al.1975; PROC. AMER. SOC. CIV. ENGRS J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0008, P. 801 A 821Serial Issue

THE SLIDES IN THE SAN FERNANDO DAMS DURING THE EARTHQUAKE OF FEBRUARY 9, 1971.SEED HB; LEE KL; IDRISS IM et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0007, P. 651 A 688Serial Issue

NONLINEAR SEISMIC RESPONSE OF SOFT CLAY SITES = REPONSE SISMIQUE NON LINEAIRE DE SOLS D'ARGILE SENSIBLESINGH RD; DOBRY R; DOYLE EH et al.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT9; PP. 1201-1218; BIBL. 25 REF.Article

DYNAMIC ANALYSIS OF THE SLIDE IN THE LOWER SAN FERNANDO DAM DURING THE EARTHQUAKE OF FEBRUARY 9, 1971.SEED HB; IDRISS IM; LEE KL et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; 1975, VOL. 101, NUM. 0009, P. 889 A 911Serial Issue

PROPERTIES OF SOIL IN THE SAN FERNANDO HYDRAULIC FILL DAMSLEE KL; SEED HB; IDRISS IM et al.1975; PROC. AMER. SOC. CIV. ENGRS J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 8; PP. 801-821; BIBL. 1 P. 1/2; 14 ILL.Article

THE SLIDES IN THE SAN FERNANDO DAMS DURING THE EARTHQUAKE OF FEB. 9, 1971.SEED HB; LEE KL; IDRISS IM et al.sdIN: RECENT DEV. DES. CONSTR. PERFORMANCE EMBANKMENT DAMS; BERKELEY; 1975; S.L.; , P. 1 A 46Miscellaneous

BEHAVIOR OF SOFT CLAYS UNDER EARTHQUAKE LOADING CONDITIONS.IDRISS IM; DOBRY R; DOYLE EH et al.1976; IN: EIGHTH ANNU. OFFSHORE TECHNOL. CONF. PROC.; HOUSTON; 1976; DALLAS; OFFSHORE TECHNOL. CONF.; DA. 1976; VOL. 3; PP. 605-616; 10 ILL.Conference Paper

DYNAMIC ANALYSIS OF THE SLIDE IN THE LOWER SAN FERNANDO DAM DURING THE EARTHQUAKE OF FEBRUARY 9, 1971SEED HB; IDRISS IM; LEE KL et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 889-911; BIBL. 16REF.; 13 ILL.Article

DYNAMIC ANALYSIS OF THE SLIDE IN THE LOWER SAN FERNANDO DAM DURING THE EARTHQUAKE OF FEB. 9, 1971.SEED HB; IDRISS IM; LEE KL et al.sdIN: RECENT DEV. DES. CONSTR. PERFORMANCE EMBANKMENT DAMS; BERKELEY; 1975; S.L.; , P. 1 A 25Miscellaneous

Surface reactions of uranium oxide powder, thin films and single crystalsIDRISS, H.Surface science reports. 2010, Vol 65, Num 3, pp 67-109, issn 0167-5729, 43 p.Article

The cell and the umbrella : Gender in the Arabic languageIDRISS, M.Zeitschrift für arabische Linguistik. 1999, Num 37, pp 32-53, issn 0170-026XArticle

CHARACTERIZATION OF EARTHQUAKE SOURCES IN THE GULF OF ALASKA = LA CARACTERISATION DES SOURCES DES SEISMES DANS LE GOLFE DE L'ALASKAPATWARDHAN ASHOK S; IDRISS IM; HOBGOOD JOHN M et al.1981; MAR. GEOTECH.; ISSN 0360-8867; USA; DA. 1981; VOL. 4; NO 3; PP. 243-267; BIBL. 22 REF.; 6 TAB. ; ILL.Article