kw.\*:("embankments")
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Effects of changes in geometry on deformation behaviour under embankment loadingASAOKA, A; NODA, T; FERNANDO, G.S.K et al.NUMOG : International symposium numerical models in geomechanics. 1995, pp 545-550, isbn 90-5410-568-2Conference Paper
Design of embankments on soft clayFERKH, Z; FELL, R.International conference on soil mechanics and foundation engineering. 1994, pp 733-738Conference 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
Viscoelastic model applied on plastic ligh-weight material blocksEL GHOCHE, H; COULET, C; PERRIN, J et al.ICEG: IS-Osaka'96 : International Congress on Environmental Geotechnics. 1996, pp 697-702, isbn 90-5410-848-7, 2VolConference Paper
Simplified Physically Based Model of Earthen Embankment BreachingWEIMING WU.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 8, pp 837-851, issn 0733-9429, 15 p.Article
Armieren mit Geotextilien = Armer avec des géotextilesSTUDER, J.Strasse und Verkehr. 1985, Vol 71, Num 12, pp 643-647, issn 0039-2189Article
Soil Reinforcement for stabilization of earth slopes and embankments = Renforcement du sol pour la stabilisation de talus en pentes et de remblaisMITCHELL, J. K; VILLET, N. C. B; DIMILLIO, A. F et al.Public roads. 1984, Vol 48, Num 3, pp 88-95, issn 0033-3735Article
Remblais et talusLe guide pratique de l'Entrepreneur du bâtiment et des travaux publics. Maçonnerie. VRD. Plâtrerie. Isolation. 1984, Num 56, pp 39-44Article
Three-dimensional finite-element analysis of arching in a piled embankmentZHUANG, Y; ELLIS, E; YU, H. S et al.Geotechnique. 2012, Vol 62, Num 12, pp 1127-1131, issn 0016-8505, 5 p.Article
Theoretical description of embankment erosion owing to overflowFUJISAWA, K; KOBAYASHI, A; AOYAMA, S et al.Geotechnique. 2009, Vol 59, Num 8, pp 661-671, issn 0016-8505, 11 p.Article
An extended limit analysis of three-dimensional slope stabilityGAO, Y. F; ZHANG, F; LEI, G. H et al.Geotechnique. 2013, Vol 63, Num 6, pp 518-524, issn 0016-8505, 7 p.Article
Finite-element analysis of a piled embankment with reinforcement compared with BS 8006 predictionsZHUANG, Y; ELLIS, E.Geotechnique. 2014, Vol 64, Num 11, pp 910-917, issn 0016-8505, 8 p.Article
Terrassements, drainage, couche de formeLUGIEZ, J.Revue générale des routes et des aérodromes. 1984, Num 606, pp 27-31, issn 0035-3191Article
Stability of shale embankments. ClosureDAY, R. W; WU, T. H; RANDOLPH, B. W et al.Journal of geotechnical engineering. 1994, Vol 120, Num 4, pp 778-779, issn 0733-9410Article
MECANISATION DES TRAVAUX DE REVETEMENT DES REMBLAIS DE STRUCTURES LINEAIRES EN TERREBAGINSKI L; JUNG E.1977; GOSPOD. WODNA; POLSKA; DA. 1977; VOL. 37; NO 5; PP. 153-155; ABS. RUSSE ANGL.Article
Recommandations pour la justification de la stabilité des barrages et des digues en remblaiRevue française de géotechnique (Paris). 2011, Num 136, pp 3-69, issn 0181-0529, 67 p.Article
Stability analysis of railroad embankments by using the enhanced concept of Experimental StaticsKATZENBACH, R; FEHSENFELD, A.European Conference on soil mechanics and geotechnical engineering. 2003, pp 725-734, isbn 80-86769-00-3, 10 p.Conference Paper
To the investigation of a stressed-deformed condition of a road embankment and its foundation taking into account non-linear deformation and creepingness of the groundISSAHANOV, E. A; AITALIYEV, S. M; TELTAYEV, B. B et al.International Conference on soil mechanics and geotechnical engineeringCongrès International de mécanique des sols et de la géotechnique. 2001, pp 2097-2100, isbn 90-2651-841-2Conference Paper
Pore pressure behavior in the high embankment with volcanic cohesive soil placed horizontal drainageMIYATA, Y; KOGURE, K; TANIZAWA, F et al.International symposium on problematic soils IS-Tohoku '98. 1998, pp 231-234, isbn 90-5410-997-1Conference Paper
Consolidation of the embankment clayey soilsKUZAKHMETOVA, E. K.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 435-440, isbn 90-5410-537-2, 2VolConference Paper
Full scale test embankments with geotextile reinforcement on soft Bangkok clayBERGADO, D. T; LONG, P. V; LOKE, K. H et al.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 3-19, isbn 90-5410-593-3Conference Paper
Le COLMIX, amélioration de sol par colonnes traitées in situ = COLMIX, ground improvement by stabilised soil columnsROBERT, J; DENIAU, A; IAGOLNITZER, Y.N.R et al.International conference on soil mechanics and foundation engineering. 1994, pp 1215-1218Conference Paper
Reinforcement of embankment with anchored geotextileKATO, T.International symposium on earth reinforcement practice. 1992, pp 251-254Conference Paper
Hydraulics of Broad-Crested Weirs with Varying Side SlopesSARGISON, Jane E; PERCY, Aaron.Journal of irrigation and drainage engineering. 2009, Vol 135, Num 1, pp 115-118, issn 0733-9437, 4 p.Article
Full scale test embankment on soft Bangkok clay with Tenax geogrid reinforcmentBERGADO, D. T; MENIL, N. J. L; RIMOLDI, P et al.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 21-24, isbn 90-5410-593-3Conference Paper