kw.\*:("Tassement")
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Field creep test by pressuremeter Diflupress L.DLEIDWANGER-RABIS, C; FLAVIGNY, E; CATEL, P et al.The pressuremeter and its new avenues. International symposium. 1995, pp 433-439Conference Paper
PERMISSIBLE SETTLEMENT CRITERIA = LES CRITERES DU TASSEMENT ADMISSIBLEATALLA M.1975; BATIM. INTERNATION.; FR.; DA. 1975; VOL. 3; NO 3; PP. 172-181 (5P.); BIBL. 22REF.; MEME DOC. FRArticle
Elastic settlement of footings embedded into elastic stratum/half spaceBAIDYA, D. K; GHOSE HAJRA, M.Indian geotechnical journal. 2001, Vol 31, Num 4, pp 368-387, issn 0046-8983Article
Influence of soil variability on differential settlements of structuresFRANTZISKONIS, G; BREYSSE, D.Computers and geotechnics. 2003, Vol 30, Num 3, pp 217-230, issn 0266-352X, 14 p.Article
Optimal pile arrangement for minimizing differential settlements in piled raft foundationsKIM, K. N; LEE, S.-H; KIM, K.-S et al.Computers and geotechnics. 2001, Vol 28, Num 4, pp 235-253, issn 0266-352XArticle
A study on a new mechanical model for foundations and its elastic settlement responseSHUKLA, S. K; CHANDRA, S.International journal for numerical and analytical methods in geomechanics. 1996, Vol 20, Num 8, pp 595-604, issn 0363-9061Article
PARABOLIC ADHESIVE LOADING OF A FLEXIBLE RAFT FOUNDATION.HOOPER JA.1976; GEOTECHNIQUE; G.B.; DA. 1976; VOL. 26; NO 3; PP. 511-525; ABS. FR.; BIBL. 22 REF.Article
Diagnostic des tassements vertébraux non traumatiques de l'adulte = Diagnosis of vertebral non traumatic settling in adultTAILLAN, B; COMMANDRE, F. A; JULLIEN, J. P et al.Méditerranée médicale. 1986, Vol 14, Num 350, pp 3-8, issn 0302-9263Article
A computational procedure for predicting the long term residual settlement of a platform induced by repeated traffic loadingABDELKRIM, M; BONNET, G; DE BUHAN, P et al.Computers and geotechnics. 2003, Vol 30, Num 6, pp 463-476, issn 0266-352X, 14 p.Article
Experimental determination of a ballast lateral settlement lawBODIN, V; SAB, K; TAMAGNY, P et al.International Conference on cyclic behaviour of soils and liquefaction phenomena. 2004, pp 619-625, isbn 90-5809-620-3, 7 p.Conference Paper
A numerical method for predicting the residual settlement of railroad track under repeated traffic loadingABDELKRIM, M; BONNET, G; DE BUHAN, P et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 125-130, isbn 2-7208-6004-2, 6 p.Conference Paper
Evaluation of differential settlements in the airport = L'évaluation des tassements différentiels dans les aéroportsTSUCHIDA, T; ONO, K.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 873-876Conference Paper
Influence de la variabilité des propriétés du sol sur la consolidation desmassifs de sols argileuxBouheraoua, Ali; Halphen, B.1989, 211 p.Thesis
Computation of settlements at characteristic points in the lower surface of a rectangular foundation = Calcul des tassements à des points caractéristiques de la couche inférieure d'une fondation rectangulaireRYBIN, V. S.Soil mechanics and foundation engineering. 1983, Vol 20, Num 1, pp 23-25, issn 0038-0741Article
PROBLEME DER SETZUNG HOHER TAGEBAUKIPPEN BEIM BAU EINES VERKEHRSBANDES. = PROBLEMES POSES PAR LE TASSEMENT DES REMBLAIS DE GRANDE HAUTEUR DES EXPLOITATIONS MINIERES A CIEL OUVERT AU COURS DE LA CONSTRUCTION D'UNE VOIE POUR LA CIRCULATIONNEHRING H.1977; VERMESS.-WES. U. RAUMORDN.; DTSCH.; DA. 1977; VOL. 39; NO 6; PP. 316-321Article
Consolidation of a soil layer subsequent to cessation of depositionGUOFU ZHU; YIN, Jian-Hua.Canadian geotechnical journal. 2005, Vol 42, Num 2, pp 678-682, issn 0008-3674, 5 p.Article
Ground movements above tunnels: a method for calculating volume lossPALMER, Andrew C; MAIR, Robert J.Canadian geotechnical journal. 2011, Vol 48, Num 3, pp 451-457, issn 0008-3674, 7 p.Article
Estimating long-term settlement of floating stone column groupsSHAHU, J. T; REDDY, Y. R.Canadian geotechnical journal. 2014, Vol 51, Num 7, pp 770-781, issn 0008-3674, 12 p.Article
Load tests on full-scale bored pile groupsGUOLIANG DAI; SALGADO, Rodrigo; WEIMING GONG et al.Canadian geotechnical journal. 2012, Vol 49, Num 11, pp 1293-1308, issn 0008-3674, 16 p.Article
Mise en exploitation d'un ouvrage industriel aux tassements inégauxULICHKIN, G. M; YABLONSKAYA, I. I.Izvestiâ vysših učebnyh zavedenij. Stroitel'stvo i arhitektura. 1984, Num 2, pp 123-125, issn 0536-1052Article
ANALYSE DES PHENOMENES DE TASSEMENT DES SOLSGUERIF J.1983; PERSPECT. AGRIC.; FRA; DA. 1983; NO 66; PP. 27-33; BIBL. 4 REF.Article
PROPOSAL OF A NEW CRITERION FOR SOILS WITH EXTREME MECHANICAL COMPOSITIONVANEK J; BUCEK J; KREMER J et al.1981; SCI. AGRIC. BOHEMOSLOV.; CSK; DA. 1981; VOL. 13; NO 2; PP. 119-124; BIBL. 3 REF.Article
Recommandations sur la conception, le calcul, l'exécution et le contrôle des colonnes ballastées sous bâtiments et sous ouvrages sensibles au tassementRevue française de géotechnique (Paris). 2011, Num 136, pp 71-86, issn 0181-0529, 16 p.Article
Landfills - long-term settlement behaviour of landfillsCOUMOULOS, D. G.European Conference on Soil Mechanics and Geotechnical Engineering. 2003, pp 137-142, isbn 80-86769-02-X, 6 p.Conference Paper
Behaviour of pile groups with defective pilesPOULOS, H. G.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 871-876, isbn 90-5410-891-6Conference Paper