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A micro-mechanical investigation of the dynamic response and liquefaction of saturated granular soilsEL SHAMY, U; ZEGHAL, M.Soil dynamics and earthquake engineering (1984). 2007, Vol 27, Num 8, pp 712-729, issn 0267-7261, 18 p.Article

Kontrola odvodnění vrstev tekutých písku˙ neutron-neutronovou karotáží = Contrôle du drainage des terrains boulants avec la méthode neutron-neutronVESELÝ, K; TRÝZNA, P; MILIČ, J et al.1984, Vol 7, Num 1, pp 33-52, issn 0231-8857Article

BAUGRUNDLEHRE FUER INGENIEURE = TRAITE DE GEOTECHNIQUE POUR INGENIEURSSTIEGLER W.sdDUESSELDORFWERNER-VERLAG3**; E ED?,1970, P. 1 A 167Book

BEARING CAPACITY OF SQUARE FOOTINGS UNDER DIFFERENT PRE-QUICK AND CONDITIONS = CAPACITE PORTANTE DE SEMELLES CARREES SOUS DIFFERENTES CONDITIONS DE PRE-BOULANCEHANDA SC; SHANGARI NK.1982; GEOMECH-81. SYMPOSIUM ON ENGINEERING BEHAVIOUR OF COARSE GRAINED SOILS, BOULDERS AND ROCKS/1981/HYDERABAD; IND; MEERUT: SARITA PRAKAHAN; DA. 1982; VOL. 1; PP. 181-186; BIBL. 5 REF.; 2 TAB. ; TABL./ILL.Conference Paper

STABILISATION DES SOLS MEUBLES PAR LE PROCEDE DE CONGELATION DU SOL POUR TRAVAUX DE PRE-METRO DE BRUXELLES.BUTTIENS E.sdIN: GEOL. GEOTECH. URBAINES. COLL. NATL.; BRUXELLES; 1975; S.L. COM. BELGE GEOL. ING.,1975, VOL. 1, P. 95 A 105Miscellaneous

CREUSEMENT DES GALERIES A TRAVERS LES FISSURES DE FAILLES DANS LES CONDITIONS DE L'ECOULEMENT DES SABLES BOULANTS.SZTELAK J.1970; PRZEGL. GORN.; POL; 1970(6), VOL. 26, NUM. 0006, P. 295 A 298Miscellaneous

TECHNIQUES ET TRAVAUX DE RABATTEMENT PROVISOIRE.GEFFRIAUD JP.sdIN: MEC. SOLS, EAU DANS SOLS DRAIN. RABATTEMENT. REC. CONF.; LYON INST. NATL. SCI. APPL.,1975, P. 1 A 48Miscellaneous

SAND DIAPIRISM AS A NEW ASPECT OF CATAGENETIC PROCESSES. I: MORPHOLOGY, COMPOSITION, AND DEPOSITIONAL ENVIRONMENTS OF SAND DIKES AND "HORIZONS WITH INCLUSIONS" IN THE EASTERN CIS-CAUCASIA MIOCENEKHOLODOV VN.1979; LITHOL. MINER. RESOURCES; USA; DA. 1979; VOL. 13; NO 4; PP. 428-440; BIBL. 2 P.; 5 ILL.; DE RUS; LOC. BRGM-USA145;[LITOL. POLCZN. ISKOPAEM; SUN; DA. 1978; NO 4; PP. 50-56]Article

SAND DIAPIRISM - A NEW ASPECT OF CATAGENETIC PROCESSES. II. THE MECHANISM OF DEVELOPMENT AND GEOLOGICAL SIGNIFICANCE OF SAND DIKES AND "INCLUSION-BEARING HORIZONS" IN MIOCENE SECTION OF THE EAST CIS-CAUCASUSKHOLODOV VI.1979; LITHOL. MINER. RESOURCES; USA; DA. 1979; VOL. 14; NO 5; PP. 558-568; BIBL. 2 P.; 3 ILL.;[LITOL. POLEYN. ISKOPAEM.; SUN; DA. 1978; NO 5; PP. 52-63]Article

HANGRUTSCHE: LAWINEN AUS ERDE UND FELS = GLISSEMENTS DE TERRAIN: AVALANCHES DE TERRES ET DE ROCHESSCHICK R.1978; BILD D. WISSENSCH.; DEU; DA. 1978; VOL. 15; NO 9; PP. 98-112; 16 ILL.Article

SWELLING OF ROCKS IN FAULTS IN THE ROBERTS TUNNEL, COLORADO.WAHLSTROM EE; ROBINSON CS; NICHOLS TC et al.1968; ENG. GEOL. CASE HIST., U.S.A; USA; 1968, NUM. 0006, P. 83 A 89Miscellaneous

Anti clockwise hysteresis in suspended sediment concentration during individual storms: Holbeck catchment; Yorkshire, England = Hystérésis dans le sens inverse des aiguilles d'une montre dans la concentration des sédiments en suspension au cours d'orages individualisés: bassin de versant d'Holbeck; Yorkshire, AngleterreKLEIN, M.Catena (Giessen). 1984, Vol 11, Num 2-3, pp 251-257, issn 0341-8162Article

TEKUCI PESKOVI KREKANSKIH SINKLINORIJUMA. = SABLES MOUVANTS DU SYNCLINORIUM DE KREKAVALJEVIC R; CEKIC L.1973; ARH. RUDARSTVO TEHNOL.; YUG; 1973, VOL. 11, NUM. 0002-0004, P. 31 A 35Serial Issue

UNDRAINED STRENGTH AND STABILITY ANALYSIS FOR A QUICK SAND = LA RESISTANCE MECANIQUE NON DRAINEE ET L'ANALYSE DE LA STABILITE DES SABLES MOUVANTSHANZAWA H.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 2; PP. 17-29; BIBL. 15 REF.; 1 TAB. ; ILL./TABL.Article

Dynamic response and liquefaction of saturated granular soils: a micro-mechanical approachZEGHAL, M; EL SHAMY, U.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 589-602, isbn 90-5809-620-3, 14 p.Conference Paper

LABORATORY AND FIELD TESTS ON A COLLAPSING SAND IN NORTHERN NIGERIA.CAPPS JF; HEJJ H.1968; GEOTECHNIQUE; GBR; 1968(12), VOL. 18, NUM. 0004, P. 506 A 508Miscellaneous

UEBER DEN DURCHFLUSSWIDERSTAND FEINKOERNIGER BOEDEN BEIM HYDRAULISCHEN GRUNDBRUCH = A PROPOS DES PERTES DE CHARGE DANS LES SOLS A GRAINS FINS DANS LE CAS DE RENARD HYDRAULIQUEGABENER HG.1982; MITT. FACHGEB. GRUNDBAU, BODENMECH., ESSEN; ISSN 521353; DEU; DA. 1982; NO 4; PP. 251-267; BIBL. 14 REF.; 1 TAB. ; TABL./ILL.Conference Paper

QUICKSAND STRUCTURES IN THE JOTNIAN SANDSTONE OF CENTRAL SWEDEN = STRUCTURES DE SABLE BOULANT DANS LE GRES JOTNIEN DE SUEDE CENTRALEBERGMAN G.1980; GEOL. FOEREN. STOCKH. FOERH.; ISSN 0016-786X; SWE; DA. 1980; VOL. 102; NO 2; PP. 111-116; BIBL. 25 REF.Article

SHEAR CHARACTERISTICS OF A QUICK SAND IN THE ARABIAN GULF = LES CARACTERISTIQUES DU CISAILLEMENT D'UN SABLE MOUVANT DANS LE GOLFE PERSIQUEHANZAWA H; YUTAKA I; SUZUKI K et al.1979; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1979; VOL. 19; NO 4; PP. 1-15; BIBL. 16 REF.; 2 TAB. ; TABL./ILL.Article

Nonlinear seismic response of loose sand deposits = Réponse sismique non linéaire des couches de sables boulantsPIETRUSZCZAK, S; STOLLE, D.F.E.Soil dynamics and earthquake engineering. International conference on board the liner The Queen Elizabeth 2. 2. 1986, 10 p.Conference Paper

On the liquefaction of loose sand = Sur la liquéfaction des sables boulantsKUO, C.L; GARLANGER, J.E; FULEIHAN, N.F et al.Soil dynamics and earthquake engineering. International conference on board the liner The Queen Elizabeth 2. 2. 1986, 10 p.Conference Paper

Shallow foundations on collapsible soils = Fondations superficielles dans des sols boulantsCINTRA, J.C.A; NOGUEIRA, J.B; HERMANI FILHO, C et al.International association of engineering geology. International congress. 5. 1986, pp 673-675Conference Paper

Deckschichtenkartierung im Übergangsbereich von Dreisam- und Glotterschwemmfächer nördlich Freiburg im Breisgau (mit ADV-gestützter Auswertung) = Cartographie des couches de couverture dans la zone de transition des cônes d'alluvions de Dreisam et de Glotter au Nord de Fribourg en Brisgau (avec interprétation assistée par ordinateur)FLUM, M; KOPP, D.1980, 80 p.Book

Assessment of the engineering properties of some collapsible soils in Saudi Arabia = Etude géotechnique de sols boulants en Arabie SéouditeEL-RUWAIH, I.A; TOUMA, F.T.International association of engineering geology. International congress. 5. 1986, pp 685-693Conference Paper

Elastoplastic stress-strain relationship for loose sands with anisotropic fabric under three-dimensional stress conditions = Relation contrainte élastoplastique ― déformation sous contrainte de sables non consolidés avec fabrique anisotrope sous des conditions de contraintes triaxialesMIURA, S; TOKI, S.Soils and foundations. 1984, Vol 24, Num 2, pp 43-57, issn 0038-0806Article

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