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au.\*:("LEE KL")

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Results 1 to 25 of 55

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MULTIVARIATE TESTS FOR CLUSTERSLEE KL.1979; J. AMER. STATIST. ASS.; USA; DA. 1979; VOL. 74; NO 367; PP. 708-714; BIBL. 17 REF.Article

CALCULATED HORIZONTAL, MOVEMENT AT BALDWIN HILLS, CALIFORNIA.LEE KL.1977; I.A.H.S.-A.I.H.S. PUBL.; U.S.A.; DA. 1977; NO 121; PP. 299-308; ABS. FR.; BIBL. 10 REF.; 5 ILL.; (SUBSIDENCE TERR. COLLOQ. INT. 2. ACTES; ANAHEIM, CALIF.; 1976)Conference Paper

MECHANISMS, ANALYSIS AND DESIGN OF REINFORCED EARTH, STATE OF THE ART REPORTLEE KL.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. SPRING CONVENTION AND EXHIBIT/1978/PITTSBURGH PA; USA; DA. S.D.; PREPRINT 3231; 15 P.; BIBL. 1 P.Conference Paper

ADHESION BONDS IN SANDS AT HIGH PRESSURES.LEE KL.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 908-913; BIBL. 17 REF.; 4 ILL.Article

INFLUENCE OF DEGREE OF SHEAR STRESS REVERSAL ON THE LIQUEFACTION POTENTIAL OF SATURATED SAND.LEE KL.1976; SOILS FOUND.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 53-58; BIBL. 12 REF.; 1 ILL.Article

ONE-DIMENSIONAL VOLUME CHANGE CHARACTERISTICS OF SANDS UNDER VERY LOW CONFINING STRESSES.LEE KL.1976; SOILS FOUND.; JAP.; DA. 1976; VOL. 16; NO 2; PP. 58-60; BIBL. 7 REF.Article

SEISMIC DESIGN OF REINFORCED EARTH WALLSRICHARDSON GN; LEE KL.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 167-188; BIBL. 16 REF.Article

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

BEARING CAPACITY TESTS ON REINFORCED EARTH SLABSBINQUET J; LEE KL.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 12; PP. 1241-1255; BIBL. 16REF.Article

DRAINED STRENGTH CHARACTERISTICS OF SANDS.LEE KL; SEED HB.1967; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1967(11), VOL. 93, NUM. 0006, P. 117 A 141Miscellaneous

A MATHEMATICAL APPROACH TO MEDICAL DECISIONS: APPLICATION OF BAYES' RULE TO A MIXTURES OF CONTINUOUS AND DISCRETE CLINICAL VARIABLES.STARMER CF; LEE KL.1976; COMPUTERS BIOMED. RES.; U.S.A.; DA. 1976; VOL. 9; NO 6; PP. 531-541; BIBL. 15 REF.Article

UNDRAINED STRENGTH CHARACTERISTICS OF COHESIONLESS SOILS.SEED HB; LEE KL.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(9), VOL. 95, NUM. 0005Miscellaneous

A FACTOR OF SAFETY APPROACH FOR EVALUATING SEISMIC STABILITY OF SLOPESROTH W; LEE KL.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 156-165; BIBL. 15REF.Conference Paper

CYCLIC MOVEMENTS OF OFFSHORE STRUCTURES ON CLAY = MOUVEMENTS CYCLIQUES DE STRUCTURES EN MER REPOSANT SUR DE L'ARGILEDUMAS F; LEE KL.1980; PROC. AMER. SOC. CIV. ENGRS. J. GEOTECH. ENGNG DIV.; USA; DA. 1980; VOL. 106; NO 8; PP. 877-897; BIBL. 12 REF.Article

END RESTRAINT EFFECTS ON CYCLIC TRIAXIAL STRENGTH OF SAND. = INFLUENCE DE L'ENCASTREMENT DE L'EPROUVETTE SUR LA RESISTANCE DU SABLE EVALUE PAR UN ESSAI TRIAXIAL CYCLIQUELEE KL; VERNESE FJ.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 6; PP. 705-719; BIBL. 2 P.; 9 ILL.Article

ISOLATION OF AMINOPEPTIDASES FROM HISTOPLASMA CAPSULATUM.WATSON RR; LEE KL.1978; SABOURAUDIA; G.B.; DA. 1978; VOL. 16; NO 1; PP. 69-78; ABS. ESP.; BIBL. 17 REF.Article

SATURATING LABORATORY SAMPLES BY BACK PRESSUREBLACK DK; LEE KL.1973; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV.; U.S.A. ; 1973, VOL. 99, NUM. 0001, P. 75 A 93Serial Issue

SEISMIC STABILITY ANALYSIS OF HAUKINS HYDRAULIC FILL DAM.LEE KL; ROTH W.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 6; PP. 627-644; BIBL. 1 P. 1/2Article

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

BEARING CAPACITY ANALYSIS OF REINFORCED EARTH SLABSBINQUET J; LEE KL.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 12; PP. 1257-1276; BIBL. 10REF.Article

STEN STRENGTH OF ANISOTROPICALLY CONSOLIDATED COMPACTED CLAY.LEE KL; MORRISON RA.1970; PROC.AMER.SOC.CIV.ENGRS.,J.SOIL MECH.FOUND.DIV.; PROC. AMER. SOC. CIV. ENGRS., J. WATERWAYS HARBORS DIV.; 1970, VOL. 96, NUM. 0004, P. 2025 A 2043Miscellaneous

LIQUEFACTION POTENTIAL AT EKOFISK TANK IN NORTH SEA = POTENTIEL DE LIQUEFACTION DANS LE RESERVOIR D'EKOFISK EN MER DU NORDLEE KL; FOCHT JA JR.1975; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 100; NO 1; PP. 1-18; BIBL. 11 REF.Article

LIQUEFACTION POTENTIAL OF HYDRAULIC FILLS = RISQUES DE LIQUEFACTION DES REMBLAIS HYDRAULIQUESPYKE RM; KNUPPEL LA; LEE KL et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1978; VOL. 104; NO 11; PP. 1335-1354; BIBL. 29 REF.Article

PROPERTIES OF TYROSINE AMINOTRANSFERASE FROM RAT LIVERLEE KL; ROBERSON LE; KENNEY FT et al.1979; ANAL. BIOCHEM.; USA; DA. 1979; VOL. 95; NO 1; PP. 188-193; BIBL. 25 REF.Article

MEMBRANES FOR SALINITY GRADIENT ENERGY PRODUCTIONLEE KL; BAKER RW; LONSDALE HK et al.1981; A.C.S. SYMP. SER.; ISSN 0097-6156; USA; DA. 1981; NO 153; PP. 89-90; BIBL. 1 REF.Conference Paper

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