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Determination of residual life in flexible pavementsLIVNEH, M.Canadian journal of civil engineering (Print). 1996, Vol 23, Num 5, pp 1012-1024, issn 0315-1468Article

PREDICTION OF CBR VALUES UNDER COVERED AREAS.LIVNEH M; ISHAI I.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANNE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 109-114; BIBL. 17 REF.; 8 ILL.Conference Paper

DESIGN THICKNESS OF LOW-VOLUME ROADSGREENSTEIN J; LIVNEH M.1979; TRANSPORT. RES. REC.; USA; DA. 1979; NO 702; PP. 39-46; BIBL. 8 REF.Conference Paper

RUTTING FAILURE IN FULL-DEPTH ASPHALT PAVEMENTGREENSTEIN J; LIVNEH M.1975; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J.A.S.C.E.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 737-752; BIBL. 26REF.Article

A MODIFIED CALIFORNIA BEARING RATIO TEST FOR GRANULAR MATERIALS = ESSAI CBR MODIFIE POUR DES MATERIAUX GRANULAIRESLIVNEH M; GREENSTEIN J.1978; GEOTECH. TEST. J.; USA; DA. 1978; VOL. 1; NO 3; PP. 141-147; BIBL. 7 REF.; 11 ILL.Article

SOME FACTORS AFFECTING THE INCREASE OF ROAD ACCIDENTS IN DEVELOPING COUNTRIES, WITH PARTICULAR REFERENCE TO ISRAELLIVNEH M; HAKKERT AS.1972; ACCID. ANAL. PREVENT.; G.B.; DA. 1972; VOL. 4; NO 2; PP. 117-133; BIBL. 7 REF.Serial Issue

PREDICTION OF CBR VALUES UNDER COVERED AREAS.LIVNEH M; ISHAI I.1976; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1976; PP. 109-114; BIBL. 17 REF.; 9 ILL.Conference Paper

SLIP LINE FIELD OF ANISOTROPIC SOIL.GREENSTEIN J; LIVNEH M.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 2; PP. 453-458; BIBL. 41 REF.Article

In-situ CBR testing by indirect methods = Essais CBR in-situ par des méthodes indirectesLIVNEH, M.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 267-270Conference Paper

The use of dynamic cone penetrometer in determining the strength of existing pavements and subgrades = Utilisation de la pénétrométrie dynamique pour la détermination de la résistance mécanique des chaussées et sous-couchesLIVNEH, M.Southeast Asian geotechnical conference. 9. 1987, pp 1-10Conference Paper

A PROCEDURE FOR ESTIMATING THE DESIGN CBR-VALUE OF A DUNE SAND.GREENSTEIN J; LIVNEH M.1975; GEOTECH. ENGNG; THAILAND; DA. 1975; VOL. 6; NO 2; PP. 155-166; BIBL. 14 REF.; 11 ILL.Article

RELATIONSHIP BETWEEN ROAD ACCIDENTS AND HOURLY TRAFFIC FLOW. I = RELATION ENTRE LES ACCIDENTS DE LA ROUTE ET D'ECOULEMENT DU TRAFIC HORAIRE. ICEDER A; LIVNEH M.1982; ACCID. ANAL. PREVENT.; ISSN 0001-4575; USA; DA. 1982; VOL. 14; NO 1; PP. 19-34; BIBL. 11 REF.Article

FURTHER EVALUATION OF THE RELATIONSHIPS BETWEEN ROAD ACCIDENTS AND AVERAGE DAILY TRAFFICCEDER A; LIVNEH M.1978; ACID. ANAL. PREVENT.; GBR; DA. 1978; VOL. 10; NO 2; PP. 95-109; BIBL. 11 REF.Article

Single-measurement estimation of in situ asphalt-layer moduli with portable falling weight deflectometerLIVNEH, M.Transportation research record. 1997, Num 1570, pp 118-125, issn 0361-1981Conference Paper

CYCLOBUTANE-BICYCLOBUTANE SYSTEM. II: PROTONATION, DEPROTONATION, AND INTERMEDIATE CARBANION STEREOCHEMISTRY IN THE 1,3-HCL ELIMINATION FROM 3-CHLOROCYCLOBUTANECARBONITRILEHOZ S; ALBECK M; LIVNEH M et al.1979; J. AMER. CHEM. SOC.; USA; DA. 1979; VOL. 101; NO 9; PP. 2475-2480; BIBL. 27 REF.Article

Deterioration modeling for unlaid and overlaid pavementsLIVNEH, M.Transportation research record. 1996, Num 1524, pp 177-184, issn 0361-1981Conference Paper

LIMITED SIGHT DISTANCE EFFECT ON SPEEDPOLUS A; BOROVSKY S; LIVNEH M et al.1979; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J.A.S.C.E.; USA; DA. 1979; VOL. 105; NO 5; PP. 549-560; BIBL. 12 REF.Article

A MULTI-PURPOSE PORTABLE DATA COLLECTION SYSTEM.POLUS A; LIVNEH M; BOROVSKY S et al.1978; TRAFF. ENGNG CONTROL; G.B.; DA. 1978; VOL. 19; NO 3; PP. 123-125; BIBL. 5 REF.Article

Simplified formulation of virgin and overlaid pavement deterioration modelsLIVNEH, M.Journal of infrastructure systems. 1998, Vol 4, Num 2, pp 63-70, issn 1076-0342Article

Probabilistic model for the analysis of dynamic cone penetrometer test values in pavement structure evaluationDIVINSKY, M; LIVNEH, M.Journal of testing and evaluation. 1999, Vol 27, Num 1, pp 7-14, issn 0090-3973Article

The relationship between in-situ CBR test and various penetration tests = Relations entre essai de portance californien in situ et divers essais pénétrométriquesLIVNEH, M; ISHAI, I.International Symposium on penetration testing; ISOPT-1. 1. 1988, pp 445-452Conference Paper

Subgrade strength evaluation with the extended dynamic cone penetrometerLIVNEH, M; LIVNEH, N.A.International congress International Association of Engineering Geology. 1994, pp 219-227Conference Paper

Comments on flow characteristics on acceleration lanesPOLUS, A; LIVNEH, M.Transportation research. Part A: general. 1987, Vol 21, Num 1, pp 39-46, issn 0191-2607Article

Conversion of cyclobutane to bicyclobutane by base-catalyzed 1,3-dehydrohalogenation reaction: a mechanistic studyHOZ, S; LIVNEH, M.Journal of the American Chemical Society. 1987, Vol 109, Num 24, pp 7483-7488, issn 0002-7863Article

Comparative accuracy of in-situ nuclear density testing = Précision comparative des tests de densité nucléaire in situISHAI, I; LIVNEH, M.1983, Vol 14, Num 1, pp 1-21, issn 0046-5828Article

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