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Results 1 to 25 of 3257

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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

Numerical analysis for critical height of railway embankment in permafrost regions of Qinghai-Tibetan plateauMINGYI ZHANG; JIANMING ZHANG; YUANMING LAI et al.Cold regions science and technology. 2005, Vol 41, Num 2, pp 111-120, issn 0165-232X, 10 p.Article

The effect of the river embankment on the natural reproduction of Chinese sturgeonYU WANG; HUICHAO DAI; LINGQUAN DAI et al.International journal of food, agriculture and environment (Print). 2013, Vol 11, Num 1, pp 896-901, issn 1459-0255, 6 p., 2Article

Estimates on thermal effects of the China-Russia crude oil pipeline in permafrost regionsJIANMING ZHANG; GUANGZHOU QU; HUIJUN JIN et al.Cold regions science and technology. 2010, Vol 64, Num 3, pp 243-247, issn 0165-232X, 5 p.Article

Breach formation : Field test and laboratory experimentsMORRIS, M. W; HASSAN, M. A. A. M; VASKINN, K. A et al.Journal of Hydraulic Research. 2007, Vol 45, pp 9-17, issn 0022-1686, 9 p., NSArticle

FORME DES TALUS DE NEIGE FORMES SOUS L'AVANCE D'UN TOIT PAR LA CHUTE DE NEIGENAKAMURA H.1978; SEPPYO; JAP.; DA. 1978; VOL. 40; NO 1; PP. 37-41; ABS. ANGL.; BIBL. 2 REF.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

Junge geschüttete Böden. Eine Untersuchung von Böden an Strassen- und Bahndämmen der Nordschweiz unter Berücksichtigung der Vegetation = Sols récents de talus. Recherche sur la végétation des sols de talus d'autoroute et de chemins de fer du nord de la Suisse = Young banked soils. An investigation of soils on highway- and railways-banks with special regard to the vegetationJUCHLER, S; STICHER, H.Zeitschrift für Kulturtechnik und Flurbereinigung. 1984, Vol 25, Num 1, pp 24-31, issn 0044-2984Article

REGLAGE DE TALUS ROCHEUX PAR POST-ABATTAGE.GREFFIER G; RESTITUITO J; TERLE J et al.1977; BULL. LIAISON LAB. PONTS CHAUSS.; FR.; DA. 1977; NO 90; PP. 110-111Article

Renforcement d'un remblai par inclusions rigides: approche expérimentale = Reinforcement of pile-supported embankement: experimental studyBRIANCON, L; SIMON, B.Revue française de géotechnique (Paris). 2011, Num 137, pp 3-14, issn 0181-0529, 12 p.Article

Contact Erosion at the Interface between Granular Coarse Soil and Various Base Soils under Tangential Flow ConditionGUIDOUX, Cyril; FAURE, Yves-Henri; BEGUIN, Remi et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 5, pp 741-750, issn 1090-0241, 10 p.Article

LOCAL FAILURES OF EMBANKMENTS DURING EARTHQUAKESKANO, Seiji; SASAKI, Yasushi; HATA, Yoshiya et al.Soils and foundations. 2007, Vol 47, Num 6, pp 1003-1015, issn 0038-0806, 13 p.Article

PROJEKTIERUNGSHILFEN FUER DIE VORDIMENSIONIERUNG VON STAUDAEMMEN. = MOYENS DE CALCUL POUR AVANT-PROJETS DE BARRAGES DE RETENUEWOELFEL W.1977; WISSENSCH. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; DTSCH.; DA. 1977; VOL. 24; NO 3; PP. 257-260Article

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

The improvement of loess substrates with a new type of soil column with a reliability assessmentKOZUBAL, Janusz; STESHENKO, Dmitri; GALAY, Boris et al.Road materials and pavement design. 2014, Vol 15, Num 4, pp 856-871, issn 1468-0629, 16 p.Article

Meta-Analysis of 301 Slope Failure Calculations. I: Database DescriptionTRAVIS, Quentin B; SCHMEECKLE, Mark W; SEBERT, David M et al.Journal of geotechnical and geoenvironmental engineering. 2011, Vol 137, Num 5, pp 453-470, issn 1090-0241, 18 p.Article

Evaluation of Seepage from an Embankment Dam Retaining Fly AshAMAYA, Pedro J; MASSEY-NORTON, John T; STARK, Timothy D et al.Journal of performance of constructed facilities. 2009, Vol 23, Num 6, pp 406-414, issn 0887-3828, 9 p.Article

Prediction method for liquefaction-induced settlement of embankment with remedial measure by deep mixing methodOKAMURA, Mitsu; TAMURA, Keiichi.Soils and foundations. 2004, Vol 44, Num 4, pp 53-65, issn 0038-0806, 13 p.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

Determination of length of a horizontal drain in homogeneous earth damsCHAHAR, Bhagu R.Journal of irrigation and drainage engineering. 2004, Vol 130, Num 6, pp 530-536, issn 0733-9437, 7 p.Article

Consolidation d'escarpements avec du béton projeté = Slope consolidation with shotcreteMEYER, Bruno; BEGUIN, Liliane.Bulletin du Ciment. 1991, Vol 59, Num 13, issn 0373-4048, 10 p.Serial Issue

Guide pour la revégétalisation des ouvrages en terre et des espaces rémaniés par les terrassements = Guide for the revegetation of earth works and spaces modified by bankingPUECH, Jean-Pierre; PUECH, Suzette.1990, pag. mult, isbn 2-87602-018-1Book

DIRECT MEASUREMENTS OF OCEAN CURRENTS OVER THE CONTINENTAL SLOPE OFF SYDNEYHAMON BV.1979; AUSTRAL. J. MAR. FRESHWAT. RES.; AUS; DA. 1979; VOL. 30; NO 6; PP. 833-836; BIBL. 8 REF.Article

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