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THE STABILITY OF EARTH AND ROCKFILL DAMS, ANALYSIS BY A MODIFIED METHOD OF SLICES = STABILITE DES BARRAGES DE TERRE ET EN ENROCHEMENT. ANALYSE PAR UNE METHODE DES TRANCHES MODIFIEEHUSSEY BF.1974; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1974; VOL. 16; NO 1; PP. 56-57Article

THE STRIP METHOD OF SLAB DESIGN: UNIQUE OR LOWER-BOUND SOLUTIONS. = CALCUL DES DALLES PAR LA METHODE DES BANDESFERNANDO JS; KEMP KO.1975; MAG. CONCR. RES.; G.B.; DA. 1975; VOL. 27; NO 90; PP. 23-29; BIBL. 3 REF.Article

PRACTICAL COMPUTATION OF AMPLITUDES AND PHASES IN ELECTRON DIFFRACTIONSELF PG; O'KEEFE MA; BUSECK PR et al.1983; ULTRAMICROSCOPY; ISSN 0304-3991; NLD; DA. 1983; VOL. 11; NO 1; PP. 35-52; BIBL. 18 REF.Article

APPLICATION DE LA METHODE DES SINGULARITES AU PROBLEME DES FLOTTEURS CYLINDRIQUES SOUMIS A DES OSCILLATIONS HARMONIQUES FORCEES DE FAIBLE AMPLITUDE.KOBUS JM.1976; AO-CNRS-12460; FR.; DA. 1976; PP. 1-154; BIBL. 2 P.; (THESE DOCT.-ING.; NANTES)Thesis

APPLICATION OF RISK ANALYSIS TO PREDICTION OF SLOPE INSTABILITY.YONG RN; ALONSO E; FRANSHAM PB et al.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. XII.1-XII.33; ABS. FR.; BIBL. 5 REF.Conference Paper

THREE-DIMENSIONAL LIMIT EQUILIBRIUM ANALYSIS OF SLOPES = ANALYSE TRI-DIMENSIONNELLE DE LA STABILITE DES PENTES PAR L'EQUILIBRE LIMITECHEN RH; CHAMEAU JL.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 31-40; ABS. FRE; BIBL. 15 REF.Article

BEITRAG ZUR LOESUNG VON ERDDRUCKPROBLEMEN NACH DER ELEMENT-SCHEIBENTHEORIE = CONTRIBUTION AU CALCUL DE LA PRESSION DES TERRES D'APRES LA METHODE DES TRANCHESWALZ B; PRAGER J.1979; BAUTECHNIK; DEU; DA. 1979; VOL. 56; NO 12; PP. 424-427; BIBL. 8 REF.Article

MULTISLICE FORMULA FOR INCLINED ILLUMINATIONISHIZUKA K.1982; ACTA CRYSTALLOGR., SECT. A, CRYST. PHYS. DIFFR. THEOR. GEN. CRYSTALLOGR.; ISSN 0567-7394; DNK; DA. 1982; VOL. 38; NO 6; PP. 773-779; BIBL. 15 REF.Article

BEITRAG ZUR LOESUNG UM ERDDRUCKPROBLEMEN NACH DER ELEMENT-SCHEIBENTHEORIE = CONTRIBUTION AU CALCUL DE LA PRESSION DES TERRES D'APRES LA METHODE DES TRANCHESWALZ B; PRAGER J.1979; BAUTECHNIK; DEU; DA. 1979; VOL. 56; NO 11; PP. 375-379Article

ENTENSIONS TO THE GENERALIZED METHOD OF SLICES FOR STABILITY ANALYSIS = EXTENSIONS DE LA METHODE DES TRANCHES GENERALISEE, UTILISEE POUR L'ANALYSE DE STABILITE DES PENTESZU YU CHEN; MORGENSTEIN NR.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 104-119; ABS. FRE; BIBL. 13 REF.Article

A MICROPERFUSION CHAMBER FOR BRAIN SLICE PHARMACOLOGYKOERNER JF; COTMAN CW.1983; JOURNAL OF NEUROSCIENCE METHODS; ISSN 0165-0270; NLD; DA. 1983; VOL. 7; NO 3; PP. 243-251; BIBL. 7 REF.Article

THE CALCULATION OF THE ELECTROSTATIC LATTICE ENERGY OF POLAR CRYSTALS BY SLICE-NOISE SUMMATION, WITH AN APPLICATION TO BEOHARTMAN P.1982; ZEITSCHRIFT FUER KRISTALLOGRAPHIE; ISSN 0044-2968; DEU; DA. 1982; VOL. 161; NO 3-4; PP. 259-263; BIBL. 10 REF.Article

MESURE DE LA CONTRAINTE D'ECOULEMENT EN COMPRESSION D'UN MATERIAU PAR ESSAI DE BIPOINCONNEMENTKUBIE J; DELAMARE F.1980; C.R. HEBD. SEANCES ACAD. SCI., SCI. B; ISSN 0302-8437; FRA; DA. 1980; VOL. 291; NO 4; PP. 97-100; ABS. ENG; BIBL. 5 REF.Article

CONTRIBUTION A L'ETUDE DE LA STABILITE DES TALUS: INFLUENCE DES SURCHARGESTENIER P.1979; ; FRA; BORDEAUX: CONSERVATOIRE NATIONAL DES ARTS ET METIERS; DA. 1979; 142; 84 P.; 30 CM; BIBL. 24 REF.; TH. DOCT.-ING: MECH. SOLS/BORDEAUX/1979Thesis

Slope stability analysis considering the deformation of slicesTERADO, Y; HAZARIKA, H; YAMAZAKI, T et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 265-269, isbn 90-5809-081-7Conference Paper

Landslide analysis by method of slicesPHIET, P. T.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 1403-1406, isbn 90-5410-819-3Conference Paper

Partitioning algorithms for layout synthesis from register-transfer netlistsWU, A. C.-H; GAJSKI, D. D.IEEE transactions on computer-aided design of integrated circuits and systems. 1992, Vol 11, Num 4, pp 453-463, issn 0278-0070Article

Convection in a conditionally unstable atmosphere: a re-investigation of Bjerknes' slice methodOERLEMANS, J.Beiträge zur Physik der Atmosphäre. 1986, Vol 59, Num 1, pp 41-53, issn 0005-8173Article

Geometric concerns in slope stability analyses = Problèmes géométriques dans les calculs de stabilité des pentesTING, J. M.Journal of geotechnical engineering. 1983, Vol 109, Num 11, pp 1487-1491, issn 0733-9410Article

Convergence of slope stability computations using GPSBHATTACHARYA, G; BASUDHAR, P. K.Indian geotechnical journal. 1997, Vol 27, Num 4, pp 337-352, issn 0046-8983Article

A slice method for slope stability analysisPASSALACQUA, R; BARETTO, A.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 737-742, isbn 2-7208-6004-2, 6 p.Conference Paper

Slope stability analysis using a spring attached to inter-slice planesKONDO, K; HAYASHI, S.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 271-276, isbn 90-5809-081-7Conference Paper

Active and passive earth pressure: a new approach for an old conceptDODEL, E; SCHMITT, P; SIMON, G et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 675-682, isbn 2-7208-6004-2, 8 p.Conference Paper

An efficient relevant slicing method for debuggingGYIMOTHY, T; BESZEDES, A; FORGACS, I et al.Lecture notes in computer science. 1999, pp 303-321, issn 0302-9743, isbn 3-540-66538-2Conference Paper

Unbiased estimation of curve length in 3-D using vertical slicesGOKHALE, A. M.Journal of microscopy (Print). 1990, Vol 159, pp 133-141, issn 0022-2720, 2Article

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