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
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
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
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
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
A slice method for embankment and excavation stability analysesPASSALACQUA, R; BARETTO, A; DALERCI, G et al.European Conference on soil mechanics and geotechnical engineering. 2003, pp 803-808, isbn 80-86769-01-1, 6 p.Conference Paper
Centrifugal model test on the settlement of a high embankment fillLIU, S. H; HAN, W. X.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 737-740, isbn 90-5809-389-1, 4 p.Conference Paper
Stabilization of embankment on compact vacuum consolidationSHIONO, T; NAKAKUMA, K; KUBO, M et al.International Conference on soil mechanics and geotechnical engineeringCongrès International de mécanique des sols et de la géotechnique. 2001, pp 1847-1850, isbn 90-2651-841-2Conference Paper
Stabilization of a sliding rockfill embankmentTOH, C. T; CHEE, S. K; HYURK, K. K et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 367-370, isbn 90-5809-055-8Conference Paper
Stability analyses of embankment on soft clays against earthquakesOHTSUKA, S; YAMADA, E.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 715-718, isbn 90-5410-891-6Conference Paper
Stabilization of embankment foundations by using stone columnsCHRISTOULAS, S; GIANNAROS, C; TSIAMBAOS, G et al.Geotechnical and geological engineering. 1997, Vol 15, Num 3, pp 247-258, issn 0960-3182Article
Dam construction and utility corridor relocation in pit at Syncrude Canada LtdPICIACCHIA, L; MACNEIL, J; CAMERON, R et al.CIM bulletin. 1995, Vol 88, Num 993, pp 45-49, issn 0317-0926Article
Behavior of high embankments during strong earthquakesOGI, I; TOKI, K; SHIMAMURA, S et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 1141-1146, isbn 90-5410-578-X, 2VolConference Paper
Construction of reinforced soil wall on soft groundFUKUDA, N; SUTOH, Y.Symposia on geotextiles, geomembranes and other geosynthetics in ground improvement. 1995, pp 119-125, isbn 90-5410-593-3Conference Paper
Centrifugal modeling of railway embankments reinforced by various earth constructionsVINOGRADOV, V. V; YAKOVLEVA, T. G; FROLOVSKY, Y. K et al.International conference on physical modelling in geotechnics/ICPMG '02. 2002, pp 987-991, isbn 90-5809-389-1, 5 p.Conference Paper
Automatic calculation of phased building processes including consolidation periodsBONNIER, P. G.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 637-640, isbn 90-5410-891-6Conference Paper
Seismic design of earth-reinforced embankmentsCASCONE, E; MAUGERI, M; MOTTA, E et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 1129-1134, isbn 90-5410-578-X, 2VolConference Paper