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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

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

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

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

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

An upper bound analysis of stone columnsNOORZAD, A; POOROOSHASB, H. B; MIURA, N et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 239-244, isbn 90-5410-886-XConference Paper

Settlement calculations of Gloucester Test FillKARSTUNEN, M; KORHONEN, K.-H; LOJANDER, M et al.International conference on soil mechanics and foundation engineering. 1994, pp 987-990Conference Paper

On the role played by settlements in the statics of masonry monumentsCOMO, M.International symposium Geotechnical engineering for the preservation of monuments and historic sites. 1997, pp 81-87, isbn 90-5410-871-1Conference Paper

Zur Berechnung der Bodenplatten kreiszylindrischer Becken = Calcul des surfaces de déformation cylindrique circulaire des plaques de baseSHERIF, G.Geotechnik. 1985, Vol 8, Num 3, pp 137-140, issn 0172-6145Article

The matrix of coefficients of settlement = La matrice des coefficients de tassementPRUSKA, L.International conference on soil mechanics and foundation engineering. 11. 1985, pp 617-620Conference Paper

Deformace pilotových základů způsobené přitížením přilehlého terénu = Déformations des pieux de fondations causées par le chargement du terrain voisinPROCHÁZKA, JAROSLAV.Geotechnické sympozium. 4. 1983, pp 151-158Conference Paper

Vzájemná interakce sousedících objektů na efektivním modelu podloží = Interaction mutuelle des objects voisins sur le modèle effectif du sous sol des fondationsKOLÁR, V.Geotechnické sympozium. 4. 1983, pp 77-83Conference Paper

Deformation of soft tailings - Probabilistic analysisNEHER, H. P; VOGLER, U; PESCHL, G. M et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 173-178, isbn 80-86769-00-3, 6 p.Conference Paper

A methodology for qualifying an identification procedureALLOUANI, M; CAMBOU, B; DUBUJET, PH et al.ICASP Conference. 1996, pp 1295-1301, isbn 90-5410-563-1Conference Paper

Consolidation analysis by the velocity methodPARKIN, A. K.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 543-548, isbn 90-5410-537-2, 2VolConference Paper

Prise en compte de l'adaptation au sol dans un système de C.A.O. bâtiment: intégration de la composante Fondations dans le système X2A = Adaptation of the building to the ground: integration of the fundation component in the CAD system: X2AHabej-Bek, Talal; Jabej-Bek, Talal; Mangin, Jean-Claude et al.1990, 176 p.Thesis

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