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PROCESS CONVERTS SLUDGE TO LANDFILL = UN PROCEDE POUR TRANSFORMER LES BOUES RESIDUELLES EN MATERIAU DE REMBLAISWISNIEWSKI R.1975; OIL GAS J.; U.S.A.; DA. 1975; VOL. 73; NO 11; PP. 133-135Article

Additives for improving paste backfill mixesGAY, F; CONSTANTINER, D.International Conference on Tailings and Mine Waste'98. 1998, pp 159-166, isbn 90-5410-922-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

Seasonal slope movements in an old clay fill embankment damLEES, A. S; MACDONALD, G. J; SHEERMAN-CHASE, A et al.Canadian geotechnical journal. 2013, Vol 50, Num 5, pp 503-520, issn 0008-3674, 18 p.Article

ESSAI DE CHARGEMENT D'UN REMBLAI HYDRAULIQUE DE SABLELAGGING LB; ERESUND S.1976; BATIM. INTERNATION.; FR.; DA. 1976; VOL. 4; NO 3; PP. 179-181; MEME DOC. ANGL.Serial Issue

AL RAHA BEACH DEVELOPMENT : BUILDING THE GULF'S MOST SPECTACULAR ADDRESS = L'aménagement de la plage Al Raha : construire l'adresse la plus spectaculaire du GolfeSEURYNCK, Denis.Bulletin - International Navigation Association. 2008, Num 130, pp 15-22, issn 1680-1059, 8 p.Article

Stress densification and its evaluationPARK, Sung-Sik; BYRNE, Peter M.Canadian geotechnical journal. 2004, Vol 41, Num 1, pp 181-186, issn 0008-3674, 6 p.Article

Effect of drainage and sequential filling on the behavior of backfill in mine stopesEL MKADMI, Nawfal; AUBERTIN, Michel; LI LI et al.Canadian geotechnical journal. 2014, Vol 51, Num 1, pp 1-15, issn 0008-3674, 15 p.Article

Predicting the long-term performance of a wide embankment on soft soil using an elasticviscoplastic modelKARIM, M. R; GNANENDRAN, C. T; LO, S.-C. R et al.Canadian geotechnical journal. 2010, Vol 47, Num 2, pp 244-257, issn 0008-3674, 14 p.Article

Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysisKARIM, M. R; MANIVANNAN, G; GNANENDRAN, C. T et al.Canadian geotechnical journal. 2011, Vol 48, Num 5, pp 741-753, issn 0008-3674, 13 p.Article

Modelling species fate and porous media effects for landfill leachate flowCOOKE, A. J; ROWE, R. K; RITTMANN, B. E et al.Canadian geotechnical journal. 2005, Vol 42, Num 4, pp 1116-1132, issn 0008-3674, 17 p.Article

TUNNELGEWOELBE UNTER HOHER AUFSCHUETTUNG. VERGLEICH ZWISCHEN PROJEKTIERUNGSANNAHMEN UND MESSUNGEN IN DER TAGBAUSTRECKE DES HEITERSBERGTUNNELS = VOUTES DE TUNNEL RECOUVERTES D'UN REMBLAI DE GRANDE HAUTEUR. COMPARAISON ENTRE LES HYPOTHESES DU CALCUL ET LES RESULTATS DE MESURES DANS LA PORTION CONSTRUITE A CIEL OUVERT DU TUNNEL D'HEITERSBERGBISCHOFF N; ZUBER P.1976; SCHWEIZ. BAUZTG; SCHWEIZ; DA. 1976; VOL. 94; NO 17; PP. 215-218Article

POUR LA DETERMINATION DE L'ANGLE D'INCLINAISON DU CORPS DE LA PARTIE EMERGEE D'UN BARRAGE EN ENROCHEMENT REMBLAYE HYDRAULIQUEMENTIZBASH SV; LELEEVA NM.1975; TRUDY MOSKOV. ENERGET. INST.; S.S.S.R.; DA. 1975; NO 266; PP. 93-99; BIBL. 6REF.Article

PROCEDES RATIONNELS DE REMBLAYAGE HYDRAULIQUE DANS LES MARAISROSHCHUPKIN DV.1975; AVTOM. DOR.; S.S.S.R.; DA. 1975; VOL. 37; NO 4; PP. 11-12; BIBL. 5 REF.Article

HYDRAULIC STOWING INSTALLATION AT MOIRA COLLIERY. A NOTEMALIK AB; MISHRA PC.1975; J. MINES METALS FUELS; INDIA; DA. 1975; VOL. 23; NO 11; PP. 495-503 (5 P.)Article

COMPACTION OF HYDRAULICALLY PLACED FILLS = COMPACTAGE DES REMBLAIS MIS HYDRAULIQUEMENTTURNBULL WJ; MANSUR CL.sdIN: AM. SOC. CIV. ENG. ANNU. NATL. ENVIRON. ENG. MEET.; HOUSTON, TEX.; 1972; S.L.; AM. SOC. CIV. ENG.; DA. S.D.; VOL. 1802; PP. 1-30; BIBL. 19 REF.Conference Paper

Sill pillar mining beneath frozen fillMARKLUND, P.-I; ANDERSSON, P.-O.International symposium on ground freezing and frost action in soils. 1997, pp 445-453, isbn 90-5410-872-XConference Paper

REMBLAI MONOLITHIQUE A BASE DE LAITIERS DE NICKELTSYGALOV MN; YAKUBOV VI; BELOV GM et al.1972; GORN. ZH.; S.S.S.R.; DA. 1972; VOL. 148; NO 8; PP. 29-30Serial Issue

INFLUENCE OF A LOCALIZED PLASTIC LAYER ON EMBANKMENT STABILITY.THOMPSON CD; EMERY JJ.sdIN: SLOPE STAB. CAN. GEOTECH. CONF. 29; VANCOUVER, B.C.; 1976; S.L.; DA. S.D.; PP. X.33-X.43; BIBL. 4 REF.Conference Paper

The effect of gas on measured pore pressuresPENMAN, A. D. M.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 287-292, isbn 90-5410-586-0Conference Paper

HYDRAULIC FILL DAMS/EARTHQUAKE STABILITY.HEINZ RA.1976; CIV. ENGNG; U.S.A.; DA. 1976; VOL. 46; NO 5; PP. 55-60Article

A modified solution to assess the required strength of exposed backfill in mine stopesLI LI; AUBERTIN, Michel.Canadian geotechnical journal. 2012, Vol 49, Num 8, pp 994-1002, issn 0008-3674, 9 p.Article

Horizontal pressure on barricades for backfilled stopes. Part I: Fully drained conditionsLI LI; AUBERTIN, Michel.Canadian geotechnical journal. 2009, Vol 46, Num 1, pp 37-46, issn 0008-3674, 10 p.Article

Wetting-induced volume changes in compacted silty clays and high-plasticity claysFERBER, Valéry; AURIOL, Jean-Claude; CUI, Yu-Jun et al.Canadian geotechnical journal. 2008, Vol 45, Num 2, pp 252-265, issn 0008-3674, 14 p.Article

Soil behaviour through field instrumentationOZTOPRAK, Sadik; CINICIOGLU, S. Feyza.Canadian geotechnical journal. 2005, Vol 42, Num 2, pp 475-490, issn 0008-3674, 16 p.Article

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