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The contribution of numerical analysis to the design of shallow tunnels = La contribution de l'analyse numérique au projet de tunnels peu profondsEISENSTEIN, Z.Geomechanical modelling in engineering practice. 1986, pp 135-165Book Chapter

PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, EDMONTON, CANADA, MAY 31-JUNE 4, 1982 = COMPTE RENDUS DE LA QUATRIEME CONFERENCE INTERNATIONALE SUR LES METHODES NUMERIQUES EN GEOMECANIQUE, EDMONTON, CANADA, 31 MAI-4 JUIN, 1982EISENSTEIN Z ED.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; 2 VOL.; 24 CM; BIBL. DISSEM.; ISBN 90-6191-241-590-6191-242-3; 99 TAB. ; ILL./TABL.Conference Proceedings

STABILITY OF THREE ROCK SLOPES.STEWART WP; EISENSTEIN Z.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. 1.41-1.54; ABS. FR.; BIBL. 6 REF.Conference Paper

THE APPLICATION OF PRESSUREMETER TEST RESULTS IN DEFORMATION ANALYSES.BURGESS N; EISENSTEIN Z.1977; REV. CANAD. GEOTECH.; CANADA; DA. 1977; VOL. 14; NO 1; PP. 64-75; ABS. FR.; BIBL. 16 REF.; 14 ILL.Article

BRAZILIAN TENSILE TEST FOR SOILSKRISHNAYYA AVG; EISENSTEIN Z.1974; REV. CANAD. GEOTECH.; CANADA; DA. 1974; VOL. 11; NO 4; PP. 632-642; H.T. 1; ABS. FR.; BIBL. 17 REF.Article

A DEEP RETAINING STRUCTURE IN TILL AND SAND: STRESS PATH EFFECTS, PERFORMANCE AND ANALYSIS = STRUCTURE DE SOUTENEMENT DANS UNE EXCAVATION PROFONDE CREUSEE DANS LA MORAINE ET LE SABLE: INFLUENCE DES CHEMINS DE CONTRAINTE, ET ANALYSEMEDEIROS LV; EISENSTEIN Z.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 120-140; ABS. FRE; BIBL. 43 REF.Article

Antifeminism in the Politics and Election of 1980EISENSTEIN, Z.Feminist Studies College Park, Md. 1981, Vol 7, Num 2, pp 187-205Article

GEOTECHNICAL PERFORMANCE OF A TUNNEL IN TILLEISENSTEIN Z; THOMSON S.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 3; PP. 332-345; ABS. FRE; BIBL. 13 REF.Article

ANALYSIS OF CONSOLIDATION BEHAVIOR OF MICA DAM.EISENSTEIN Z; LAW STC.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 879-895; BIBL. 1 P. 1/2Article

GROUND CONTROL TECHNIQUES COMPARED IN THREE BRAZILIAN WATER TUNNELS. I = TECHNIQUES DE CONTROLE DU SOL COMPAREES DANS LES TUNNELS D'AMENEE DU BRESIL. INEGRO A JR; EISENSTEIN Z.1981; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1981; VOL. 13; NO 9; PP. 11-14; ILL.Article

GROUND CONTROL TECHNIQUES COMPARED IN THREE BRAZILIAN WATER TUNNELS. I = TECHNIQUES DE CONTROLE DU SOL COMPARES DANS TROIS TUNNELS D'ANNEXE DU BRESIL. INEGRO A JR; EISENSTEIN Z.1981; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1981; VOL. 13; NO 9; PP. 11-14Article

GROUND CONTROL TECHNIQUES COMPARED IN THREE BRAZILIAN WATER TUNNELS. III = TECHNIQUES DE CONTROLE DU SOL COMPAREES SUR TROIS TUNNELS D'AMENEE AU BRESILNEGRO A JR; EISENSTEIN Z.1981; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1981; VOL. 13; NO 11; PP. 48-50; BIBL. 3 REF.; 1 TAB. ; TABL./ILL.Article

GROUND CONTROL TECHNIQUES COMPARED IN THREE BRAZILIAN WATER TUNNELS. III = TECHNIQUES DE CONTROLE DU SOL COMPAREES SUR TROIS TUNNELS D'AMENEE AU BRESILNEGRO A JR; EISENSTEIN Z.1981; TUNN. TUNNELL.; ISSN 0041-414X; GBR; DA. 1981; VOL. 13; NO 11; PP. 48-50; BIBL. 3 REF.Article

PRESSURE-DISPLACEMENT RELATIONS IN TWO SYSTEMS OF TUNNEL LINING = LES RELATIONS PRESSION-DEPLACEMENT DANS DEUX SYSTEMES DE REVETEMENTS DE TUNNELSEISENSTEIN Z; EL NAHHAS F; THOMSON S et al.1981; SOFT-GROUND TUNNELING, FAILURES AND DISPLACEMENTS. PANAMERICAN CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 6/1979/LIMA; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1981; PP. 85-94; BIBL. 5 REF.; ILL.Conference Paper

Capitalist Patriarchy and the Case for Socialist FeminismEISENSTEIN, Z. R.1979, vii-394 p, isbn 0-85345-419-1Book

BEHAVIOR OF COMPACTED SOIL IN TENSION. = COMPORTEMENT DU SOL COMPACTE A LA TRACTIONGOPALA KRISHNAYYA AV; EISENSTEIN Z; MORGENSTERN NR et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1974; VOL. 100; NO 9; PP. 1051-1061; BIBL. 12 REF.; 16 ILL.Article

Prediction of tunnel lining loads using correction factorsKIM, H. J; EISENSTEIN, Z.Engineering geology. 2006, Vol 85, Num 3-4, pp 302-312, issn 0013-7952, 11 p.Article

The role of face pressure for shields with positive ground controlEISENSTEIN, Z; EZZELDINE, O.International congress on tunnelling and ground conditions. 1994, pp 557-571Conference Paper

The effect of tunnelling technology on ground controlEISENSTEIN, Z; EZZELDINE, O.Tunnelling and underground space technology. 1992, Vol 7, Num 3, pp 273-279, issn 0886-7798Article

Instrumentation for soil-structure interaction = Instrumentation pour l'interaction sol-ouvrageBRANDT, J. R; EISENSTEIN, Z.Field measurements in geomechanics. International symposium. 1984, pp 649-660Conference Paper

IMMUNOSEQUESTRATION: A NEW TECHNIQUE FOR STUDYING PERIPHERAL IODOTHYRONINE METABOLISM IN VITROBORGES M; EISENSTEIN Z; BURGER AG et al.1981; ENDOCRINOLOGY (PHILADELPHIA); ISSN 0013-7227; USA; DA. 1981; VOL. 108; NO 5; PP. 1665-1671; BIBL. 8 REF.Article

A simple method to optimize elution from affinity chromatographyWEISS, M; EISENSTEIN, Z.Journal of liquid chromatography. 1987, Vol 10, Num 13, pp 2815-2824, issn 0148-3919Article

A STUDY OF THE PROPERTIES OF THE ENZYME IN RAT LIVER THAT DEIODINATES 3,3',5'-TRIIODOTHYRONINE TO 3,3'-DIIODOTHYRONINEEISENSTEIN Z; BALSAM A; GARBER JR et al.1980; ENDOCRINOLOGY (PHILADELPHIA); ISSN 0013-7227; USA; DA. 1980; VOL. 107; NO 2; PP. 530-537; BIBL. 33 REF.Article

Convergence-confinement method in shallow tunnelsEISENSTEIN, Z; BRANCO, P.Tunnelling and underground space technology. 1991, Vol 6, Num 3, pp 343-346, issn 0886-7798, 4 p.Article

The role of increased intraocular pressure on upgaze in the assessment of graves ophthalmopathySPIERER, A; EISENSTEIN, Z.Ophthalmology (Rochester, MN). 1991, Vol 98, Num 10, pp 1491-1494, issn 0161-6420Article

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