Stickiness and adhesion of conditioned clay pastes

Tunnelling and Underground Space Technology - Tập 31 - Trang 86-96 - 2012
R. Zumsteg1, A.M. Puzrin1
1Institute for Geotechnical Engineering, Swiss Federal Institute of Technology (ETH Zurich), Zurich CH-8093, Switzerland

Tài liệu tham khảo

Atterberg, A., 1911. Die Plastizität der Tone. Internationale Mitteilungen für Bodenkunde, Band 1. Ball R.P.A., Young D.J., Isaacson J., Champa J., Gause C., 2009. Research in soil conditioning for EPB tunnelling through difficult soils. In: Proceedings of RETC, pp. 320–333. Borio, 2010, Study of the permeability of foam conditioned soils with laboratory tests, American Journal of Environmental Sciences, 6, 365, 10.3844/ajessp.2010.365.370 Burbaum, 2009 EFNARC, 2005. Specification and guidelines for the use of specialist products for soft ground tunnelling. European Federation for Specialist Construction Chemicals and Concrete Systems, Surry, UK. <www.efnarc.org/pdf/TBMGuidelinesApril05.pdf>. Egli, H., 2009. Personal Communication. Fountaine, 1954, Investigations into the mechanism of soil adhesion, Journal of Soil Sciences, 5, 251, 10.1111/j.1365-2389.1954.tb02191.x Feinendegen, M., Ziegler, M., Spagnoli, G., Fernández-Steeger, T.M., 2011. Evaluation of the clogging potential in mechanical tunnel driving with EPB-shield. In: Proceedings of the 15th ECSMGE, Athens, IOS Press. Houlsby, G.T., Psomas, S., 2001. Soil conditioning for pipejacking and tunnelling: properties of sand/foam mixtures. In: Proceedings of Underground Construction, Symposium, pp. 128–138. Kuomoto, 2001, Theory and praxis of the fall cone test, Géotechnique, 51, 701, 10.1680/geot.2001.51.8.701 Jancsecz, S., 1991. Definition geotechnischer Parameter für den Einsatz von Schildmaschinen mit suspensionsgetützter Ortsbrust. Forschung und Praxis 34 (Vorträge der STUVA-Tagung), pp. 34–40. Langmaack, L., 2000. Advanced technology of soil conditioning in EPB shield tunnelling. In: Proceedings of the North American Tunnelling Conference, pp. 525–542. Littleton, 1976, An experimental study of adhesion between clay and steel, Journal of Terramechanics, 13, 141, 10.1016/0022-4898(76)90003-3 Merritt, 2006, Mechanics of tunnelling machine screw conveyors: model tests, Géotechnique, 56, 605, 10.1680/geot.2006.56.9.605 Merritt, 2008, Mechanics of tunnelling machine screw conveyors: a theoretical model, Géotechnique, 58, 79, 10.1680/geot.2008.58.2.79 Messerklinger, S., Zumsteg, R., Puzrin, A.M., 2011. A new pressurized vane shear apparatus. ASTM Geotechnical Testing Journal 34(2). See <http://www.astm.org/DIGITAL_LIBRARY/JOURNALS/GEOTECH/TOC/3422011.htm> (accessed 03.02.12). Milligan, G.W.E., 2000. Lubrication and soil conditioning in tunnelling, pipe jacking and micro-tunnelling: a state-of-the-art review. Geotechnical Consulting Group, London, UK. <www-civil.eng.ox.ac.uk/research/pipejack/pdf/soilcond.pdf>. Peila, D., Oggeri, C., Borio, L., 2008. Influence of granulometry, time and temperature on soil conditioning for EPBS applications. In: Proceedings World Tunnel Congress 2008, India, pp. 881–891. Peña, M.A., 2007. Foam as a soil conditioner in tunnelling: physical and mechanical properties of conditioned sands. PhD thesis, University of Oxford, UK. Schlick, G., 1989. Adhäsion im Boden-Werkzeug-System. Forschungsbericht des Instituts für Maschinenwesen im Baubetrieb, Reihe F, Heft 39, Universität Karlsruhe. Thewes, M., 1999. Adhäsion von Tonböden beim Tunnelvortrieb mit Flüssigkeitsschilden. Bericht Nr. 21 Bergische Universität Gesamthochschule Wuppertal. Thewes, 2010, Soil conditioning with foam during EPB tunnelling, Geomechanics and Tunnelling, 3, 256, 10.1002/geot.201000023 Vinai, 2007, Soil conditioning of sand for EPB applications: a laboratory research, Tunnelling and Underground Space Technology, 23, 308, 10.1016/j.tust.2007.04.010 Weh, 2010, Verklebungen bei EPB-Vortrieben in wechselndem Baugrund: eintrittsbedingungen und Gegenmassnahmen, STUVA-Tagung 2009, 2009, 185 Zumsteg, R., Plötze, M., Puzrin, A.M., in press. Effect of soil conditioners on the pressure and rate dependent shear strength of conditioned clays. Journal of Geotechnical and Geoenvironmental Engineering, accepted for publication. Zumsteg, R., Plötze, M., Puzrin, A.M. The chemical liquefaction effect: interaction mechanism and effects of dispersing soil conditioners on the behaviour of clay pastes. Géotechnique, submitted for publication.