Investigations on the transient support pressure transfer at the tunnel face during slurry shield drive Part 2: Case B – Deep slurry penetration exceeds tool cutting depth
Tài liệu tham khảo
Anagnostou, 1994, The face stability of slurry-shield-driven tunnels, Tunn. Undergr. Space Technol., 9, 164, 10.1016/0886-7798(94)90028-0
Anheuser, 1987, Tunnelvortriebsanlagen mit fluessigkeitsgestuetzter Ortsbrust, Bautechnik, 64, 361
Anheuser, 1989, Beispiele zur Bewaeltigung schwieriger Vortriebsphasen bei Schilden mit fluessigkeitsgestuetzter Ortsbrust, Proceedings: Forschung + Praxis, 32, 43
Babendererde, 1991, Tunnelling Machines in Soft Ground: A Comparison of Slurry and EPB Shield Systems, Tunn. Undergr. Space Technol., 6, 169, 10.1016/0886-7798(91)90063-A
Bezuijen, 2001, Pore Pressures in front of tunnel, measurements, calculations and consequences for stability of tunnel face, 27
Bezuijen, A.; Steeneken, S. P.; Ruigrok, J. A. T. (2016): Monitoring pressures and analysing pressures around a TBM. In: Book of abstracts and e-Proceedings of the 13th international conference Underground Construction, Prague, Czech Republic, pp. 1–8.
Broere, 2000, Influence of infiltration and groundwater flow on tunnel stability, 339
Broere, W.; van Tol, A. F. (2001): Time-dependent infiltration and groundwater flow in face stability. In: T. Adachi, K. Tateyama & M. Kimura (eds.): Modern Tunneling Science and Technology, Kyoto, Japan, pp. 629–634.
DIN 4127: 2014-02: Erd- und Grundbau – Schlitzwandtone fuer stuetzende Fluessigkeiten – Anforderungen, Pruefverfahren, Lieferung, Gueteueberwachung. (German standard: Earthworks and foundation engineering – Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products).
DIN 4126: 2013-09: Nachweis der Standsicherheit von Schlitzwaenden. (German standard: Stability analysis of diaphragm walls).
Horn; M. (1961): Horizontaler Erddruck auf senkrechte Abschlussflaechen von Tunnelrohren. Referate zum Thema: “Unterirdische Bauwerke”. In Landeskonferenz der Ungarischen Tiefbauindustrie - Deutsche Uebersetzung von STUVA E.V., pp. 7–16.
Jacob, 1975, Der Bentonitschild, Technologie und erste Anwendung in Deutschland, Forschung + Praxis, 19, 30
Jancsecz, 1994, Face support for a large Mix-Shield in heterogeneous ground conditions: Springer, US, 1
Kilchert, 1984
Krause, 1987
Küpferle, 2016, The RUB Tunneling Device - A newly developed test method to analyze and determine the wear of excavation tools in soils, Tunnelling and Underground Space Technology, 59, 1, 10.1016/j.tust.2016.06.006
Küpferle, 2018, Influence of the slurry-stabilized tunnel face on shield TBM tool wear regarding the soil mechanical changes - Experimental evidence of changes in the tribological system, Tunn. Undergr. Space Technol., 74, 206, 10.1016/j.tust.2018.01.011
Maidl, 1994
Morgenstern, 1965, The Stability of a Slurry Trench in Cohesionless Soils, Géotechnique, 15, 387, 10.1680/geot.1965.15.4.387
Min, 2013, Filter cake formation for slurry shield tunneling in highly permeable sand, Tunnelling and Underground Space Technology, 38, 423, 10.1016/j.tust.2013.07.024
Mueller-Kirchenbauer, H. (1972): Stability of slurry trenches. In: Proceedings of 5th European Conference on Soil Mechanics and Foundation Engineering, Madrid.
Pulsfort, M.; Thienert, C. (2013): Neue Erkenntnisse zur Stuetzdruckuebertragung beim Tunnelvortrieb mit fluessigkeitsgestuetzter Ortsbrust. In: Forschung + Praxis, pp. 151-157, Guetersloh: Bauverl. (Forschung + Praxis Vorträge der STUVA-Tagung, 2013).
Simons, H.; Ruppert, F. (1982): Entwicklung geeigneter Verfahren zum Messen der physikalischen Eigenschaften von Bentonitsuspensionen auf Baustellen. Mittteilung des Lehrstuhls für Grundbau und Bodenmechanik. Technische Universität, Braunschweig.
Talmon, 2013, Invasion of pressurized clay suspensions into granular soil, Journal of Porous Media, 16, 351, 10.1615/JPorMedia.v16.i4.70
Thienert, C. (2011): Zementfreie Moertel für die Ringspaltverpressung beim Schildvortrieb mit fluessigkeitsgestuetzer Ortsbrust. Doctoral thesis. Bergische Universitaet, Wuppertal. http://nbn-resolving.de/urn/resolver.pl?urn=urn%3Anbn%3Ade%3Ahbz%3A468-20110504-125155-8.
Weiss, F. (1967): Die Standfestigkeit fluessigkeitsgestützter Erdwaende. In: Bauingenieur-Praxis, 70, Verlag Ernst & Sohn, Muenchen.
Xu, 2018, Analytical methods in predicting excess pore water pressure in front of slurry shield in saturated sandy ground, Tunn. Undergr. Space Technol., 73, 203, 10.1016/j.tust.2017.12.011
Zizka, 2017, Excavation cycle dependent changes of hydraulic properties of granular soil at the tunnel face during slurry shield excavations, 137
Zizka, 2019, Slurry Shield Tunneling. New Methodology for Simplified Prediction of Increased Pore Pressures Resulting from Slurry Infiltration at the Tunnel Face Under Cyclic Excavation Processes, International Journal of Civil, 17, 113
Zizka, Z. (2019): Stability of a Slurry Supported Tunnel Face Considering the Transient Support Mechanism During Excavation in Non-cohesive Soil. Doctoral thesis, Ruhr-Universitaet Bochum; Shaker Verlag ISBN 978-3-8440-6940-2.
Zizka, 2020, Influence of stagnation gradient for face support calculation in Slurry Shield Tunnelling, Geomech. Tunnelling, 13, 372, 10.1002/geot.202000009
Zizka, Z.; Schoesser, B.; Thewes, M. (2021): Investigations on transient pressure transfer at the tunnel face during slurry shield drive Part 1: Case A – tool cutting depths exceeds slurry penetration depth. In: Tunnelling and Underground Space Technology, accepted.
