Empirical correlation of soil liquefaction based on SPT N-value and fines content = Corrélation empirique de la liquéfaction de sol basée sur la valeur SPT-N et la teneur en finesTOKIMATSU, K; YOSHIMI, Y.Soils and foundations. 1983, Vol 23, Num 4, pp 56-74, issn 0038-0806Article

Considérations sur l'indice de compression des solsFUKUE, M; OKUSA, S.Tokai Daigaku kiyo. Kaiyo Gakubu. 1988, Num 26, pp 115-126, issn 0375-3271Article

Effect of disturbance on parameters derived from self-boring pressuremeter tests in sand = Effet du remaniement sur les paramètres dérivés des essais au pressiomètre autoforeur dans le sableFAHEY, M; RANDOLPH, M. F.Geotechnique. 1984, Vol 34, Num 1, pp 81-97, issn 0016-8505Article

Estimating confidence of individual rating predictions in collaborative filtering recommender systemsMAZUROWSKI, Maciej A.Expert systems with applications. 2013, Vol 40, Num 10, pp 3847-3857, issn 0957-4174, 11 p.Article

On Kleinberg's Stochastic Discrimination ProcedureIRLE, Albrecht; KAUSCHKE, Jonas.IEEE transactions on pattern analysis and machine intelligence. 2011, Vol 33, Num 7, pp 1482-1486, issn 0162-8828, 5 p.Article

Cyclic simple shear behavior of fine grained soils = Comportement de cisaillement simple cyclique des sols à grains finsDYVIK, R; ZIMMIE, T. F; SCHIMELFENYG, P et al.Publikasjon - Norges Geotekniske Institutt. 1983, Num 149, issn 0078-1193, 6 p.Article

Sand sample preparation: the sluvry deposition method = Préparation d'échantillons de sable: méthode de dépôt par boueKUERBIS, R; VAID, Y. P.Soils and foundations. 1988, Vol 28, Num 4, pp 107-118, issn 0038-0806Article

High-quality decoding method based on resampling and re-reconstructionYONGHONG KUO; SHENGTAI WANG; DONG QIN et al.Electronics letters. 2013, Vol 49, Num 16, pp 991-992, issn 0013-5194, 2 p.Article

Sample disturbance of cemented collapsible soils = Le remaniement des échantillons de sols cimentés sujets à effondrementHOUSTON, S. L; MOSTAFA EL-EHWANY.Journal of geotechnical engineering. 1991, Vol 117, Num 5, pp 731-752, issn 0733-9410Article

Stress-strain-time behavior of deep sea clays = Comportement contrainte-déformation ― temps d'argiles marines en eau profondeSILVA, A. J; MORAN, K; AKERS, S. A et al.Canadian geotechnical journal. 1983, Vol 20, Num 3, pp 517-531, issn 0008-3674Article

Local resampling for patch-based texture synthesis in vector fieldsRENJIE CHEN; LIGANG LIU; GUANGCHANG DONG et al.International journal of computer applications in technology. 2010, Vol 38, Num 1-3, pp 124-133, issn 0952-8091, 10 p.Article

Discussion of the paper Effect of sampling disturbance on properties of Singapore Clay by Thiam-Sonn Tian, Fook-Hou Lee, Poh-Ting Chong and Hiroyuki Tanaka. Authors' replyCHANG, Ming-Fang; TAN, Thiam-Soon; LEE, Fook-Hou et al.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 1, pp 116-119, issn 1090-0241, 4 p.Article

Influence of remolding on the liquid and plastic limits of soilOGAWA, F; KOBAYASHI, M.Soils and foundations. 1995, Vol 35, Num 4, pp 115-121, issn 0038-0806Article

Correlations between index tests and the properties of remoulded clays = Corrélations entre les essais d'indices et les propriétés des argiles remaniéesCARRIER, W. D; BECKMAN, J. F.Geotechnique. 1984, Vol 34, Num 2, pp 211-228, issn 0016-8505Article

STATISTICAL ESTIMATION OF COMPRESSION INDEX = ESTIMATION STATISTIQUE DE L'INDICE DE COMPRESSIONKOPPULA SD.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 68-73; BIBL. 10 REF.Article

INTACT AND REMOLDED DYNAMIC STRESS-STRAIN PROPERTIES OF WELL-GRADED COHESIVE SOILS.SILVER ML; FAILLACE GA; PARATORE W et al.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. 5; BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC. SUELOS; DA. 1975; VOL. 2; PP. 415-425; ABS. ESP.; BIBL. 4 REF.Conference Paper

SUGGESTED METHOD FOR SOIL SPECIMEN REMOLDING BY WET-RAININGCHANEY R; MULILIS JP.1978; GEOTECH. TEST. J.; USA; DA. 1978; VOL. 1; NO 2; PP. 107-108; BIBL. 2 REF.Article

PROPERTIES OF AN ARTIFICIALLY CEMENTED CLAY = PROPRIETES D'UNE ARGILE CIMENTEE ARTIFICIELLEMENTFISCHER KP; ANDERSEN KH; MOUM J et al.1979; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1979; NO 126; PP. 1-10; ABS. FRE; BIBL. 14 REF.Article

SOIL REMOLDING AND SENSITIVITY MEASUREMENTS = REMANIEMENT DE SOL ET MESURE DE LA SENSIBILITEYONG RN; TANG KY.1983; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1983; VOL. 6; NO 2; PP. 73-80; BIBL. 25 REF.Article

UNIAXIAL CREEP TESTS ON A MORAINIC MATERIAL FROM SWITZERLAND = ESSAIS DE FLUAGE UNIAXIAL DE LA MORAINE DE SUISSEHERZOG P; HOFER A.1981; ENG. GEOL.; ISSN 0013-7952; NLD; DA. 1981; VOL. 18; NO 1-4; PP. 79-87; BIBL. 8 REF.Conference Paper

DETERMINATION OF ATTENUATION AND PENETRATION DEPTH OF MICROWAVES IN SOIL = DETERMINATION DE L'ATTENUATION ET DE LA PROFONDEUR DE PENETRATION DE MICROONDES DANS LE SOLLORD AE JR; KOERNER RM; REIF JS et al.1979; GEOTECH. TEST. J.; USA; DA. 1979; VOL. 2; NO 2; PP. 77-83; BIBL. 10 REF.; 9 ILL.Article

USE OF CENTRIFUGAL MODEL TESTING TO ASSESS SLOPE STABILITY.SCHOFIELD AN.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. III.1-III.23; ABS. FR.; BIBL. 2 P.Conference Paper

Semi-supervised learning of class balance under class-prior change by distribution matchingDU PLESSIS, Marthinus Christoffel; SUGIYAMA, Masashi.Neural networks. 2014, Vol 50, pp 110-119, issn 0893-6080, 10 p.Article

A pore pressure and stability model for a silty clay under repeated loading = Pression interstitielle et modèle de stabilité pour une argile limoneuse sous l'action de charges répétéesHYDE, A. F. L; WARD, S. J.Geotechnique. 1985, Vol 35, Num 2, pp 113-125, issn 0016-8505Article

Cyclic triaxial tests on remoulded clays = Essais triaxiaux cycliques sur argiles remaniéesPROCTER, D. C; KHAFFAF, J. H.Journal of geotechnical engineering. 1984, Vol 110, Num 10, pp 1431-1445, issn 0733-9410Article