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au.\*:("LOVELL CW")

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COMPACTED FILLS: PREDICTING FIELD COMPACTED BEHAVIOR FROM LABORATORY COMPACTED SAMPLES = REMBLAIS COMPACTES: PREVISION DU COMPORTEMENT DE COMPACTION EN PLACE A PARTIR D'ECHANTILLONS COMPACTES EN LABORATOIRELOVELL CW.1983; IMPROVEMENT OF GROUND. EUROPEAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 8/1983/HELSINKI; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1983; VOL. 1; PP. 385-388; BIBL. 10 REF.; 1 TAB. ; TABL./ILL.Conference Paper

STANDARD LABORATORY TESTING FOR COMPACTED SHALES = ESSAIS DE LABORATOIRE NORMALISES POUR DES SHALES COMPACTESLOVELL CW.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 1; PP. A197-A202; ABS. FRE/GER; BIBL. 1 P.; ILL.Conference Paper

MEASUREMENTS OF PORE SIZE DISTRIBUTIONS IN CEMENTS, AGGREGATES AND SOILSWINSLOW DN; LOVELL CW.1981; POWDER TECHNOL.; ISSN 0032-5910; CHE; DA. 1981; VOL. 29; NO 1; PP. 151-165; BIBL. 22 REF.Article

SEARCHING TECHNIQUES IN SLOPE STABILITY ANALYSIS = METHODES DE RECHERCHE DANS L'ANALYSE DE STABILITE DES VERSANTSBOUTRUP E; LOVELL CW.1980; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1980; VOL. 16; NO 1-2; PP. 51-61; BIBL. 6 REF.; ILL.Article

PREDICTION OF DENSITY AND STRENGTH FOR A LABORATORY-COMPACTED CLAY = PREVISION DE LA DENSITE ET DE LA RESISTANCE POUR UNE ARGILE COMPACTEE EN LABORATOIREWEITZEL DW; LOVELL CW.1980; TRANS. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 754; PP. 53-59; BIBL. 19 REF.Article

DO EARTHWORK IN THE COLD WEATHER.BIEGANOUSKY WA; LOVELL CW.1979; TRANSPORT. RES. REC.; USA; DA. 1979; NO 702; PP. 133-139; BIBL. 37 REF.Conference Paper

STRENGHT OF FIELD COMPACTED CLAYS = RESISTANCE D'ARGILES COMPACTEES EN PLACELIANG Y; LOVELL CW.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 36-46; ABS. FRE; BIBL. 28 REF.Article

DEPENDENCE OF COMPACTED-CLAY COMPRESSIBILITY ON COMPACTION VARIABLES = LA COMPRESSIBILITE DE L'ARGILE COMPACTEE DEPEND DE VARIABLES DU COMPACTAGEDIBERNARDO A; LOVELL CW.1980; TRANS. RES. REC.; ISSN 0361-1981; USA; DA. 1980; NO 754; PP. 41-46; BIBL. 16 REF.Article

A NEW LOOK AT COMPACTION PROCESSES IN FILLSHODEK RJ; LOVELL CW.1979; BULL. ASS. ENGNG GEOLOGISTS; USA; DA. 1979; VOL. 16; NO 4; PP. 487-499; BIBL. 12 REF.; 7 ILL.Article

STRENGTH TESTING OF COMPACTED SHALE = ESSAI DE RESISTANCE DE SCHISTE COMPACTEABEYESEKERA RA; LOVELL CW; WOOD LE et al.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 1; PP. 11-19; BIBL. 13 REF.; 7 ILL.Article

THE CHARACTERIZATION OF SHALE RELATIVE TO ITS MECHANICAL DEGRADABILITYBAILEY MJ; LOVELL CW; WOOD LE et al.1979; BULL. ASS. ENGNG GEOLOGISTS; USA; DA. 1979; VOL. 16; NO 2; PP. 241-266; BIBL. 2 P.; 15 ILL.Article

PORE DISTRIBUTION AND PERMEABILITY OF SILTY CLAYS = REPARTITION DES PORES ET PERMEABILITE DES ARGILES LIMONEUSESGARCIA BENGOCHEA I; LOVELL CW; ALTSCHAEFFL AG et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 7; PP. 839-856; BIBL. 39 REF.; 7 ILL.Article

PORE SIZES AND STRENGTH OF COMPACTED CLAYSYED AHMED; LOVELL CW JR; DIAMOND S et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 407-425; BIBL. 15 REF.; 14 ILL.Article

FROST-HEAVING RATE PREDICTED FROM PORE-SIZE DISTRIBUTIONREED MA; LOVELL CW; ALTSCHAEFFL AG et al.1979; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1979; VOL. 16; NO 3; PP. 463-470; ABS. FRE; BIBL. 22 REF.Article

SOAKED STRENGTH OF LABORATORY COMPACTED CLAY = "RESISTANCE HUMIDE" D'UNE ARGILE COMPACTEE EN LABORATOIRESCOTT JC; ALTSCHAEFFL AG; LOVELL CW et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 1273-1284; BIBL. 16 REF.; 8 ILL.Article

A COMPARATIVE STUDY OF SHALE CLASSIFICATION TESTS AND SYSTEMS.CHAPMAN DR; WOOD LE; LOVELL CW et al.1976; BULL. ASS. ENGNG GEOLOGISTS; U.S.A.; DA. 1976; VOL. 13; NO 4; PP. 247-266; BIBL. 1 P.; 10 ILL.Article

A COMPARATIVE STUDY OF SHALE CLASSIFICATION TESTS AND SYSTEMS.CHAPMAN DR; WOOD LE; LOVELL CW et al.1976; ENG. GEOL., ASS. ENG. GEOL.; U.S.A.; DA. 1976; VOL. 13; NO 4; PP. 247-266Article

FROST-HEAVING RATE PREDICTED FROM PORE-SIZE DISTRIBUTION = PREVISION DU TAUX DE GONFLEMENT DU AU GEL D'APRES LA REPARTITION DU DIAMETRE DES PORESREED MA; LOVELL CW; ALTSCHAEFFL AG et al.1979; REV. CANAD. GEOTECH.; CAN; DA. 1979; VOL. 16; NO 3; PP. 463-472; ABS. FRE; BIBL. 22 REF.; 5 ILL.Article

CONSTRUCTION EXPERIENCE WITH COMPACTED SHALES = EXPERIENCE DE CONSTRUCTION AVEC DES SCHISTES COMPACTESBAILEY MJ; LOVELL CW; WOOD LE et al.sdANNUAL ENGINEERING GEOLOGY AND SOILS ENGINEERING SYMPOSIUM. 16/1978-04-05/BOISE ID; USA; DA. S.D.; PP. 347-364; BIBL. 29 REF.; 4 ILL.Conference Paper

SHEARING BEHAVIOR OF COMPACTED CLAY AFTER SATURATION = LE COMPORTEMENT AU CISAILLEMENT DES ARGILES TASSEES APRES SATURATIONLOVELL CW; JOHNSON JM; YONG RN ED et al.1981; ASTM SPEC. TECH. PUBL.; ISSN 0066-0558; USA; DA. 1981; NO 740; PP. 277-293; BIBL. 19 REF.; 5 TAB. ; ILL.Conference Paper

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