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Soft ground: not easy ground for TBM = Un sol mou, difficile pour le tunnelierOATMAN, M; LARSON, A; PERRONE, V et al.Civil engineering (New York, NY. 1983). 1995, Vol 65, Num 2, pp 70-71, issn 0885-7024Article

Opyt ustanovki geodezicheskikh tsentrov v nabukhayushchikh glinistykh gruntakhPOPOV, V. N.Geodeziâ i kartografiâ. 1986, Num 11, pp 18-20, issn 0016-7126Article

Tiny trenchless pipelaying respects Gothenburg's routine = Pose de canalisation sans tranchée minuscule à GothenburgTunnels & tunnelling. 1985, Vol 17, Num 10, pp 50-51, issn 0041-414XArticle

6M high control embankment on untreated soft control groundInternational symposium on trial embankments on Malaysian marine clays. 1990, 22 p.Conference Paper

Embankment construction problems over deep variable soft deposits using a geocell mattressDEAN, R; LOTHIAN, E.International reinforced soil conference. 1991, pp 443-447, 5 p.Conference Paper

Soil improvement by preloading = Amélioration du sol par préchargementSTAMATOPOULOS, A. C; KOTZIAS, P. C.1985, XIII+261 p, isbn 0-471-81593-4Book

Remblais sur argiles mollesLEROUEIL, S; MAGNAN, J. P; TAVENAS, F et al.1985, XVI-342 p, isbn 2-85206-295-XBook

Soft ground tunnel shields in JapanYOSHIKAWA, T.Tunnels & tunnelling. 1985, Vol 17, Num 7, pp 43-47, issn 0041-414X, 3 p.Article

Evaluating the in-situ hydraulic conductivity of soft soil under land reclamation fills with the BAT permeameterBO, M. W; ARULRAJAH, A; LEONG, M et al.Engineering geology. 2014, Vol 168, pp 98-103, issn 0013-7952, 6 p.Article

Using Field Data to Improve the Settlement Prediction Model of a Breakwater on Soft SoilVERHAEGHE, Hadewych; DE VOS, Leen; BOONE, Evy et al.Journal of waterway, port, coastal, and ocean engineering. 2014, Vol 140, Num 2, pp 173-187, issn 0733-950X, 15 p.Article

Simulating the consolidation of TBM grout at NoordplaspolderTALMON, A. M; BEZUIJEN, A.Tunnelling and underground space technology. 2009, Vol 24, Num 5, pp 493-499, issn 0886-7798, 7 p.Article

Performance of reinforced soil structures. Proceedings of the international reinforced soil conference organized by the British Geotechnical Society and held in Glasgow on 10-12 September 1990MCGOWN, Alan; KHEN YEO, Ed; ANDRAWES, K.Z et al.International reinforced soil conference. 1991, 485 p., isbn 0-7277-1637-9Conference Proceedings

Numerical verification of sheet-pile countermeasure in soft groundOCHIAI, H; HAYASHI, S; OTANI, J et al.International conference on computer methods and advances in geomechanics. 7. 1991, pp 387-392, 6 p.Conference Paper

Predictions of the bahaviour of a reinforced embankment on soft groundHIRD, C.C; PYRAH, I.C.International reinforced soil conference. 1991, pp 409-414, 6 p.Conference Paper

Design and behaviour of reinforced earth soil structures on soft foundationsSCHODTS, P.A.International reinforced soil conference. 1991, pp 449-453, 5 p.Conference Paper

Proceedings of the international symposium on trial embankments on Malaysian marine clays; Kuala Lumpur; 6-8 November 1989HUDSON, R.R; TOH, C.T; CHAN, S.F et al.International symposium on trial embankments on Malaysian marine clays. 1990, pag. multConference Proceedings

Soil improvement using vertical band drains and vacuum preloading at section 67SEHESTED, K.G; YEE THEIN SENG.International symposium on trial embankments on Malaysian marine clays. 1990, 13 p.Conference Paper

Modifications to the mean maximum pressure system = Modifications du système de pression maximale moyenneLARMINIE, J. C.Journal of terramechanics. 1992, Vol 29, Num 2, pp 239-255, issn 0022-4898Article

Quelques propriétés des argiles molles influençant la stabilité des pentes des fouillesSUEOKA, T; KOBAYASHI, A; MURAMATSU, M et al.Tsuchi to kiso. 1985, Vol 33, Num 3, pp 37-44, issn 0041-3798Article

Das knicken von Verpresspfählen mit kleinem Durchmesser in weichem, bindigem Boden = Buckling of small-diameter injection piles in soft cohesive soil = Flambage de pieux injectés de petit diamètre dans des sols mous cohérentsMEEK, J.W.Bautechnik (Berlin, 1984). 1996, Num 3, pp 162-168, issn 0932-8351Article

Der Einfluss der Geotextildurchlässigkeit auf das Stabilitäts- und Konsolidierungsverhalten von Dämmen auf weichem Untergrund = L'influence de la perméabilité des géotextiles sur la stabilité et la consolidation de remblais sur sol mou = Influence of the permeability of geotextiles on the stability and consolidation of embankments on soft soilRESL, S.ÖIAZ. 1988, Vol 133, Num 5, pp 293-296, issn 0721-9415Article

SOLCOMPACT-MENARD: traitement de sables affaissables par compactage dynamique = SOLCOMPACT-MENARD: subsided sand treatment by dynamic compactionLIAUSU, P; VARAKSIN, S.Chantiers de France (Paris). 1987, Num 202, pp 81-82, issn 0397-4650Article

Influence of foundation flexibility on soil-structure interactionRIGGS, H. R; WAAS, G.Earthquake engineering & structural dynamics. 1985, Vol 13, Num 5, pp 597-615, issn 0098-8847Article

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

Ausbildung von tiefen Baugruben in weichen Tonen unter besonderer Beachtung des Aufbruchs der Baugrubensohle, dargestellt am Beispiel Lilla Bommen Tunnel in Göteborg = Construction of deep excavations in soft clays with regard to bottom heave: the Lilla Bommen Tunnel project in Göteborg = Réalisation de fouilles profondes dans des argiles molles et problème du soulèvement du fond de fouille : le projet Lilla Bommen Tunnel à GöteborgWunsch, R.Bautechnik (Berlin, 1984). 2003, Vol 80, Num 9, pp 580-585, issn 0932-8351, 6 p.Article

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