Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("UNDRAINED SOIL TEST")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 736

  • Page / 30
Export

Selection :

  • and

GEOTECHNICAL CHARACTERIZATION OF DESSICATED CLAYMAHAR LJ; O'NEILL WM.1983; J. GEOTECH. ENG. DIV.; USA; DA. 1983; VOL. 109; NO 1; PP. 55-71; BIBL. 14 REF.Article

PERFORMANCE OF VERTICAL DRAINS AT QUEENBOROUGH BYPASS = FIABILITE DE DRAINS VERTICAUX DANS LA CONSTRUCTION D'UNE ROUTE DE DEVIATION A QUEENSBOROUGHNICHOLSON DP; JARDINE RJ.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 1; PP. 67-90; ABS. FRE; BIBL. 26 REF.Article

SPATIAL VARIABILITY OF THE UNDRAINED STRENGTH OF CLAYS = VARIABILITE SPATIALE DE LA RESISTANCE DES ARGILES NON DRAINEESASAOKA A; GRIVAS DA.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 5; PP. 743-756; BIBL. 17 REF.Article

SCREW PLATE TESTING OF A SOFT CLAY = ESSAI A LA PLAQUE VISSEE D'UN SOL ARGILEUXBAUER GE; NICHOLAS TJ; SELVADURAI APS et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 465-472; ABS. FRE; BIBL. 42 REF.; 3 TAB. ; ILL./TABL.Article

SCREW PLATE TESTING OF A SOFT CLAY = ESSAI A LA PLAQUE VISSEE D'UN SOL ARGILEUXBAUER GE; NICHOLAS TJ; SELVADURAI APS et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 465-472; ABS. FRE; BIBL. 42 REF.Article

THE STRENGTH OF CLAY SUBGRADES: ITS MEASUREMENT BY A PENETROMETER = RESISTANCE DE SOLS DE FONDATION EN ARGILE: SA MESURE A L'AIDE D'UN PENETROMETREBLACK WPM.1979; TRANSP. ROAD RES. LAB., LAB. REP.; GBR; DA. 1979; NO 901; PP. 1-15; BIBL. 15 REF.Serial Issue

THE QUICK CLAY LANDSLIDE IN RISSA, NORWAY. THE SLIDING PROCESS AND DISCUSSION OF FAILURE MODES = LE GLISSEMENT DE TERRAIN DANS L'ARGILE TRES SENSIBLE DE RISSA, NORVEGE. LE PROCESSUS DE GLISSEMENT ET LA DISCUSSION DES MODES DE RUPTUREGREGERSEN O.1981; PUBL.-NOR. GEOTECH. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 135; 6 P.; BIBL. 7 REF.Conference Paper

SHEAR-STRENGTH ANISOTROPY VARIATIONS IN WEATHERED OXFORD CLAY.RUSSELL DJ; DENNESS B; MCCANN DM et al.1978; ENGNG GEOL.; NLD; DA. 1978; VOL. 12; NO 4; PP. 337-344; BIBL. 1 P.Article

BEARING CAPACITY AND SETTLEMENT OF PILE FOUNDATIONS.MEYERHOF GG.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 197-228; BIBL. 4 P.Article

VURDERING AV KORTTIDSSTABILITET I LEIRE PA BASIS AV UDRENERT SKJAERFASTHET = EVALUATION DE LA STABILITE A COURT TERME DE L'ARGILE SUR LA RESISTANCE AU CISAILLEMENT NON DRAINEAAS G.1980; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1980; NO 132; PP. 21-30; ABS. ENG; BIBL. 17 REF.Article

DETERMINATION OF IN-SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS = DETERMINATION DE LA RESISTANCE NON DRAINE DE DEPOTS D'ARGILE MOLLEHANZAWA H; KISHIDA T.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 1-14; BIBL. 13 REF.Article

SPATIAL VARIABILITY OF THE UNDRAINED STRENGTH OF CLAYSASAOKA A; GRIVAS AD.1982; J. GEOTECHN. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 5; PP. 743-756; BIBL. 17 REF.Article

Fundamental factors affecting liquefaction susceptibility of sandsVAID, Y. P; SIVATHAYALAN, S.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 105-120, isbn 90-5809-038-8Conference Paper

SELF-BORING PRESSUREMETER STUDY OF SAN FRANCISCO BAY WUD = ETUDE DE LA VASE DE LA BAIE DE SAN FRANCISCO A L'AIDE DU PRESSIOMETRE AUTOFOREURCLOUGH GW; DENBY GM.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 45-63; BIBL. 14 REF.; 13 ILL.Article

Discussion of Multivariate distribution for undrained shear strengths under various test proceduresMESRI, Gholamreza.Canadian geotechnical journal. 2014, Vol 51, Num 3, pp 346-347, issn 0008-3674, 2 p.Article

Reply to the discussion by Mesri on Multivariate distribution for undrained shear strengths under various test proceduresJIANYE CHING; PHOON, Kok-Kwang.Canadian geotechnical journal. 2014, Vol 51, Num 3, pp 348-351, issn 0008-3674, 4 p.Article

Diffuse failure in geomaterials: Experiments and modellingKHOA, H. D. V; GEORGOPOULOS, I. O; DARVE, F et al.Computers and geotechnics. 2006, Vol 33, Num 1, pp 1-14, issn 0266-352X, 14 p.Article

Estimating the undrained strength of sand : A theoretical framework. Discussion. Authors' replyROY, D; CAMPANELLA, D; HUGHES, J et al.Canadian geotechnical journal. 1996, Vol 33, Num 5, pp 845-848, issn 0008-3674Article

Effet d'un préchargement non drainé sur des sols de cendre volcanique allophaneKITAZONO, Y; SUZUKI, A; ARAMAKI, S et al.Zairyo. 1985, Vol 34, Num 377, pp 221-227, issn 0514-5163Article

Undrained strength characteristics of normally consolidated aged clay = Caractéristiques de résistance non drainée d'argile vieillie normalement consolidéHANZAWA, H.Soils and foundations. 1983, Vol 23, Num 3, pp 39-49, issn 0038-0806Article

A method to minimize membrane penetration effects in undrained triaxial tests on granular soilsKAWAMURA, S; MIURA, S.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 69-74Conference Paper

Uncertainty of mobilized undrained shear strengthTANG, W; MESRI, G; HALIM, I et al.Soils and foundations. 1992, Vol 32, Num 4, pp 107-116, issn 0038-0806Article

Recent progress in experimental studies on instability of granular soilCHU, J; LEONG, W. K.International Workshop on bifurcations & instabilities in geomechanics, IWBI 2002. 2003, pp 175-191, isbn 90-5809-563-0, 17 p.Conference Paper

Instability and liquefaction of granular materialsLADE, P.V.Computers and geotechnics. 1994, Vol 16, Num 2, pp 123-151, issn 0266-352XArticle

Instability and failure of soils with non associated flow = Instabilité et rupture des sols avec percolation non-associéeLADE, P.V.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 727-730Conference Paper

  • Page / 30