APPLICATION OF GRIFFITH'S THEORY TO ANALYSIS OF PROGRESSIVE FRACTURE.SANDHU RS; HUANG SW.1975; INTERNATION. J. FRACTURE; NETHERL.; DA. 1975; VOL. 11; NO 1; PP. 107-121; ABS. FR. ALLEM.; BIBL. 34 REF.Article

ON STABLE PROGRESSIVELY FRACTURING SOLIDS.DOUGILL JW.1976; Z. ANGEW. MATH. PHYS.; SCHWEIZ; DA. 1976; VOL. 27; NO 4; PP. 423-437; ABS. ITAL.; BIBL. 17 REF.Article

SUL COMPORTAMENTO AL COLLASSO INCREMENTALE DEI PANNELLI MURARI = SUR LE COMPORTEMENT A LA RUPTURE PROGRESSIVE DES PANNEAUX DE MURBARBARITO B; BENETTIERI F.1975; G. GENIO CIV.; ITAL.; DA. 1975; VOL. 113; NO 4-6; PP. 131-140; ABS. FR. ANGL. ALLEM.Article

APPROACHES FOR DESIGN AGAINST PROGRESSIVE COLLAPSE = DIFFERENTES APPROCHES POUR LE CALCUL PREVENANT LA RUPTURE PROGRESSIVEELLINGWOOD B; LEYENJDECKER EV.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT DIV.; USA; DA. 1978; VOL. 104; NO 3; PP. 413-423; BIBL. 20 REF.Article

MODELING GRADUAL DARN BREACHES = SIMULATION DE L'OUVERTURE PROGRESSIVE D'UNE BRECHE DANS UN BARRAGEPONCE VM; TSIVOGLOU AJ.1981; PROC. AM. SOC. CIV. ENG., J. HYDRAUL. DIV.; ISSN 0044-796X; USA; DA. 1981; VOL. 107; NO 7; PP. 829-838; BIBL. 25 REF.Article

PROGRESSIVE ULTIMATE ANALYSIS OF BUILDINGS OF ELASTIC-BRITTLE MATERIAL EXPOSED TO DYNAMIC EFFECTS = ANALYSE ULTIME PROGRESSIVE DE BATIMENTS DE MATERIAUX FRIABLES ELASTIQUES EXPOSES A DES ACTIONS DYNAMIQUESVERTES G.1981; PERIOD. POLYTECH., CIV. ENG., STROIT.; ISSN 0553-6626; HUN; DA. 1981; VOL. 25; NO 3-4; PP. 251-256; BIBL. 2 REF.Article

TREATMENT OF ACCIDENTAL LOADS AND PROGRESSIVE FAILURES IN DESIGN STANDARDSELLINGWOOD B.1981; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1981; VOL. 4; PP. 649-665; BIBL. 15 REF.Conference Paper

A CONTINUUM MODEL FOR PLASTIC-BRITTLE BEHAVIOUR OF ROCK AND CONCRETEDRAGON A; MROZ Z.1979; INTERNATION. J. ENGNG SCI.; GBR; DA. 1979; VOL. 17; NO 2; PP. 121-137; BIBL. 15 REF.Article

PROBABILISTIC MODEL OF PROGRESSIVE FAILURE OF SLOPES = MODELE PROBABILISTE DE LA RUPTURE PROGRESSIVE DES TALUSCHOWDHURY RN; GRIVAS DA.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 6; PP. 803-819; BIBL. 37 REF.Article

STEEL STRUCTURES SUBJECTED TO DYNAMIC LOADS IN CONNECTION WITH PROGRESSIVE COLLAPSE: DYNAMIC BUCKLING = CONSTRUCTIONS METALLIQUES SOUMISES A DES CHARGES DYNAMIQUES LIEES A UN EFFONDREMENT PROGRESSIF: FLAMBEMENT DYNAMIQUECHRISTIANSSON P.1982; ; SWE; STOCKHOLM: SWEDISH COUNCIL FOR BUILDING RESEARCH; DA. 1982; SCBR/D7; 118 P.; 25 CM; ISBN 91-540-3681-XReport

MODELS OF PRECAST CONCRETE LARGE PANEL BUILDINGS = ESSAIS SUR MODELES DE CONSTRUCTION PAR GRANDS PANNEAUX DE BETONHARRIS HG; MUSKIVITCH JC.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 545-565; BIBL. 15 REF.Article

AN APPROACH TO THE PROBLEM OF PROGRESSIVE FAILURELO KY.1972; REV. CANAD. GEOTECH.; CANADA; DA. 1972; VOL. 9; NO 4; PP. 407-429; ABS. FR.; BIBL. 42 REF.; 18 ILL.Serial Issue

Analysis of progressive failure of earth slopes by finite elementsLECHMAN, J. B; GRIFFITHS, D. V.Regional Conference for Africa on soil mechanics and geotechnical engineeringCongrès régional africain de la géotechnique au service du développement de l'Afrique. 1999, pp 443-449, isbn 90-5809-082-5Conference Paper

Microplane model for progressive fracture of concrete and rock = Modèle à microplan de rupture progressive du béton et de la rocheBAŽANT, Z. P; OH, B. H.Journal of engineering mechanics. 1985, Vol 111, Num 4, pp 559-582, issn 0733-9399Article

A dilatancy approach for the bearing capacity of sandsPERKINS, S. W; MADSON, C. R.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1189-1192, isbn 90-5410-891-6Conference Paper

A promising approach for progressive failure analysis of reinforced slopesYAMAGAMI, T; YAMABE, S; JIANG, J.-C et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 1043-1048, isbn 90-5809-081-7Conference Paper

Stabilization of multiple progressive slope failuresBRANDL, H.ISL'96 : International Symposium on landslidesSymposium international sur les glissements de terrain. 1996, pp 1661-1666, isbn 90-5410-821-5Conference Paper

Evaluation on bearing capacity of reinforced foundation groundYAMAMOTO, K; KUSUDA, K.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 217-220, isbn 90-5809-055-8Conference Paper

Progressive failure analysis of slopes based on a LEMYAMAGAMI, T; JIANG, J.-C; TAKI, M et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 293-298, isbn 90-5809-081-7Conference Paper

Wave propagation in a strain-softening bar: exact solution = Propagation de l'onde dans une barre avec adoucissement sous une déformation: solution exacteBAZANT, Z. P; BELYTSCHKO, T. B.Journal of engineering mechanics. 1985, Vol 111, Num 3, pp 381-389, issn 0733-9399Article

Progressive failure in stratified and jointed rock mass = Rupture progressive d'un massif rocheux stratifié et fissuréMUSTAFA GENCER.Rock mechanics and rock engineering. 1985, Vol 18, Num 4, pp 267-292, issn 0723-2632Article

Soil-water coupling analysis of progressive failure of cut slope using a strain softening modelADACHI, T; OKA, F; OSAKI, H et al.International Symposium on slope stability engineering - IS- Shikoku'99. 1999, pp 333-338, isbn 90-5809-081-7Conference Paper

A one-dimensional numerical model for evaluating the stability of shallow slopesLIU, C. N; GILBERT, R. B.International Conference on debris-flow hazards mitigation. 2000, pp 453-460, isbn 90-5809-149-XConference Paper

Centrifuge modelling of embankments on clay foundations = Simulation sur centrifuge des remblais sur des fondations en argileDAVIES, M. C. R; PARRY, R. H. G.Soils and foundations. 1985, Vol 25, Num 4, pp 19-36, issn 0038-0806Article

Reliability analysis of progressive failure of slopes and its applicationYANG, Q; LUAN, M. T; JIAO, J. K et al.International Conference on soil mechanics and geotechnical engineeringCongrès International de mécanique des sols et de la géotechnique. 2001, pp 1875-1878, isbn 90-2651-841-2Conference Paper