Tunnelling and tunnel mechanics: A rational approach to tunnelling

Tunnelling and Tunnel Mechanics: A Rational Approach to Tunnelling

Volumn , Issue , 2005, Pages 1-439

  Kolymbas, Dimitrios ^a  

^a UNIVERSITY OF INNSBRUCK   (Austria)

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[No Author keywords available]

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EID: 84887938242     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1007/3-540-28500-8     Document Type: Book

References (243)

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58. www.sprenginfo.com
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63. Values of the peak velocity for domestic structures exposed to transient vibration can be seen in Tunnels & Tunnelling International, June 2002, 31-33
64. Tunnels & Tunnelling, July 1995, p. 8
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68. See also: Sachstandsbericht Tübbinge. Osterreichische Vereinigung fur Betonund Bautechnik, Wien 2005.
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71. M. Mähr, Settlements from Tail Gap Grouting due to Contractancy of Soil, Felsbau 22(2004), No. 6, 42-48
72. Tunnels & Tunnelling International, March 2004, p. 15
73. Tunnels & Tunnelling International, October 2001, p. 26
74. See also: J. A. Franklin and M. B. Dusseault: Rock Engineering, McGraw Hill, 1989
75. A. W. Momber, Wear of rocks by water flow, Int. J. of Rock Mechanics and Mining Sciences, 41(2004), 51-68
76. J. B. Cheatham, (1958). An analytical study of rock penetration by a single bit tooth. Proc. 8th Annual Drilling and Blasting Symp., Univ. of Minnesota, Minneapolis; Pariseau and Fairhurst (1967).
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78. R. E. Gertsch, Rock Toughness and Disc Cutting. PhD thesis, University of Missouri-Rolla, 2000.
79. see e.g. University of Trondheim (NTH), 1994, "Hard Rock Tunnel Boring", Project report 1-94.
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81. L. Baumann, U. Zischinsky, Neue L̈ose- und Ausbautechniken zur maschinellen "Fertigung" von Tunneln in druckhaftem Fels. In: Innovationen im unterirdischen Bauen, STUVA Tagung 1993 (ISBN 3-87094-634-2), 64-69.
82. http://www.schoema-locos.de
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84. Österreichischer Betonverein, Richtlinie Spritzbeton 1998, http://homepages.netway.at/beton
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86. source: http://www.rotex.fi
87. ysee also: S. Morgan, Prevaulting success at Ramsgate Harbour, Tunnels & Tunnelling International July 1999, 31-34;
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109. However, their explanatory statement "NATM can be disregarded as an observational method" because "Pacher's concept violates the fundamental principles of the conservation of energy" is not tractable.
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165. V. N. Rodionov, Ocherk Geomekhaniki, Nauchny Mir, Moscow, 1996.
166. see e.g. D. Kolymbas: Geotechnik - Bodenmechanik und Grundbau, Springer Verlag, 1997
167. P. A. Cundall and R. D. Hart: Numerical Modeling of Discontinua; R. D. Hart: An Introduction to Distinct Element Modeling for Rock Engineering. Both in Comprehensive Rock Engineering, Volume 2, Pergamon Press, 1993, pages 231-243 and 245-261
168. E. Hoek, A brief history of the development of the Hoek-Brown failure criterion, www.rockscience.com
169. E. Hoek, C. Carranza-Torres, B. Corkum, Hoek-Brown failure criterion - 2002 edition, www.rockscience.com
170. P. K. Kaiser and others, Underground works in hard rock tunnelling and mining, GeoEng 2000, Melbourne
171. E. Hoek, Strength of jointed rock masses, 23rd Rankine Lecture, Geotechnique 33, No. 3, 187-223
172. E. Hoek, Strength of jointed rock masses, 23rd Rankine Lecture, Geotechnique 33, No. 3, 187-223
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174. H. H. Einstein: Tunnelling in Difficult Ground - Swelling Behaviour and Identification of Swelling Rocks. Rock Mechanics and Rock Engineering, 1996, 29(3), 113-124
175. see D. Dermatas: Ettringite-induced swelling in soils: State-of-the-art. Appl. Mech. Rev. Vol. 48, No. 10, 1995, 659-673
176. International Society for Rock Mechanics, Commission on Swelling Rock. Comments and recommendations on design and analysis procedures for structures in argillaceous swelling rock. Int. J. Rock Mechanics Min. Sci. & Geomech. Abstr. Vol. 31, No. 5, p. 535-546, 1994
177. Tunnels & Tunnelling International, March 1998, 23-25
178. International Society for Rock Mechanics, Commission on Swelling Rock. Suggested Methods for rapid field identification of swelling and slaking rocks. Int. J. Rock Mechanics Min. Sci. & Geomechanics Abstracts Vol. 31, No. 5, 547-550, 1994
179. M. Panet: Two Case Histories of Tunnels through Squeezing Rocks. Rock Mech. & Rock Engineering (1996) 29(3), 155-164;
180. see also: G. Mesri et al.: Meaning, measurement and field application of swelling pressure of clay shales. Géotechnique 44, 1, 129-145(1994), esp. Fig. 9
181. Tunel, 9 (2000) 2, p. 19
182. A variety of measured values can be seen in G. Seeber, Druckstollen und Druckschachte, Enke in Georg Thieme Verlag, Stuttgart-New York, 1999
183. R. D. Mindlin: Stress distribution around a tunnel, ASCE Proceedings, April 1939, 619-649
184. see the elastic solution of F. H. Cornet, Stress in Rock and Rock Masses. In: Comprehensive Rock Engineering, edited by J. A. Hudson, Pergamon Press, 1993, Volume 3, p. 309
185. L. Malvern, Introduction to the Mechanics of a Continuous Medium, Prentice-Hall, 1969, p. 532
186. J. M. O. Hughes, C. P. Wroth, D. Windle: Pressuremeter test in sands. Geotechnique 27, 455-477 (1977)
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188. S. V. Lavrikov, A. F. Revuzhenko, O deformirovanii blochnoy sredy vokrug vyrabotki, Fizikotekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, Novosibirsk, 1990, 7-15
189. Similar curves can be numerically obtained if the yield criterion of Mohr-Coulomb is replaced by that of Hoek and Brown, see E. Hoek, Big Tunnels in Bad Rock, 36th Terzaghi Lecture, Journal of Geotechn. and Geoenvir. Eng., Sept. 2001, 726-740
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192. Consider e.g. the relations used in concrete engineering: K. Zilch and A. Rogge, Grundlagen der Bemessung von Beton-, Stahlbeton- und Spannbetonbauteilen nach DIN 1045-1. In: Betonkalender 2000, BK1, 171-312, Ernst & Sohn Berlin, 2000
193. Janssen, H. A. (1895), Versuche über Getreidedruck in Silozellen. Zeitschrift des Vereins deutscher Ingenieure, Band 39, No. 35
194. K. Széchy, Tunnelbau, Springer-Verlag, Wien, 1969.
195. J. Holzhäuser, Problematik der Standsicherheit der Ortsbrust beim TBM-Vortrieb im Betriebszustand Druckluftstützung, Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der TU Darmstadt, Heft 52, 2000, 49-62
196. P. A. Vermeer et al., Ortsbruststabilitat von Tunnelbauwerken am Beispiel des Rennsteig Tunnels, 2. Kolloquium 'Bauen in Boden und Fels', TA Esslingen, Januar 2000
197. G. Anagnostou, Standsicherheit der Ortsbrust beim Vortrieb von oberflachennahen Tunneln. Städtischer Tunnelbau: Bautechnik und funktionale Ausschreibung, Intern. Symposium Zurich, Marz 1999, 85-95;
198. see also P. A. Vermeer et al., Ortsbruststabilitat von Tunnelbauwerken am Beispiel des Rennsteig Tunnels, 2. Kolloquium 'Bauen in Boden und Fels', TA Esslingen, Januar 2000;
199. J. Holzhauser, Problematik der Standsicherheit der Ortsbrust beim TBM-Vortrieb im Betriebszustand Druckluftstützung, Mitteilungen des Institutes und der Versuchsanstalt für Geotechnik der TU Darmstadt, Heft 52, 2000, 49-62;
200. S. Jancsecz u.a., Minimierung von Senkungen beim Schildvortrieb., Tunnelbau 2001, 165-214, Verlag Glückauf; methods of Broms & Bennemark and Tamez, cited in: M. Tanzini, Gallerie, Dario Flaccovio Editore, 2001
201. K. Terzaghi: Stress distribution in dry and in saturated sand above a yielding trapdoor. Proceed. Int. Conf. Soil Mechanics, Cambridge Mass., 1936, Vol. 1, 307-311.
202. Similar results are reported in E. Papamichos, I. Vardoulakis and L. K. Heil, Overburden Modelling Above a Compacting Reservoir Using a Trap Door Apparatus. Phys. Chem. Earth (A) Vol. 26, No. 1-2, 69-74, 2001.
203. P. A. Vermeer, Th. Marcher, N. Ruse, On the Ground Response Curve, Felsbau, 20(2002), No. 6, 19-24
204. P. Mélix, Modellversuche und Berechnungen zur Standsicherheit oberflachennaher Tunnel. Veröffentlichungen des Instituts für Boden- und Felsmechanik der Universitat Karlsruhe, Heft Nr. 103, 1986.
205. E. H. Davis: The stability of shallow tunnels and underground openings in cohesive material. Géotechnique 30, No. 4, 397-416 (1980).
206. J. H. Atkinson, D. M. Potts, Stability of a shallow circular tunnel in cohesionless soil, Geotechnique 27, 2(1977), 203-215
207. P. A. Vermeer and N. Ruse, Die Stabiliẗat der Tunnelortsbrust im homogenen Baugrund, Geotechnik 24(2001), Nr. 3, 186-193
208. A. Caquot: Équilibre des massifs a frottement interne. Gauthier-Villars, Paris, 1934, p. 37
209. E. Leca and L. Dormieux, Upper and lower bound solutions for the face stability of shallow circular tunnel in frictional material. Géotechnique 40, No. 4, 581-606 (1990)
210. P. R. Vaughan and H. J. Walbancke: Pore pressure changes and the delayed failure of cutting slopes in overconsolidated clay. Géotechnique 23, 4, 1973, 531-539
211. J. H. Atkinson and R. J. Mair: Soil mechanics aspects of soft ground tunnelling. Ground Engineering 1981
212. Y. M. A. Hashash, J. J. Hook, B. Schmidt, I. I.-Chiag Yao, Seismic design and analysis of underground structures. Tunnelling and Underground Space Technology 16 (2001) 247-293
213. R. J. Proctor, The San Fernando Tunnel Explosion, California. Engineering Geology 67 (2002) 1-3
214. S. L. Kramer, Geotechnical Earthquake Engineering. Prentice Hall, 1996
215. see A. Verruijt and J. R. Booker: Surface settlements due to deformation of a tunnel in an elastic half space. Geotechnique 46, No. 4(1996), 753-756
216. see e.g. J. H. Atkinson and D. M. Potts: Subsidence above shallow tunnels in soft ground. Journal of the Geotechnical Engineering Division, ASCE, Volume 103, No. GT4, 1977, 307-325
217. Peck, R. B., Deep excavations and tunnelling in soft ground. State-of-the-Art report. In Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, State-of-the-Art Volume, 1969, 225-290
218. M. J. Gunn: The prediction of surface settlement profiles due to tunnelling. In 'Predictive Soil Mechanics', Proceedings Wroth Memorial Symposium, Oxford, 1992
219. J. B. Burland et al., Assessing the risk of building damage due to tunnelling - lessons from the Jubilee Line Extension, London. In: Proceed. 2nd Int. Conf. on Soil Structure Interaction in Urban Civil Engineering, Zurich 2002, ETH Zurich, ISBN 3-00-009169-6, Vol. 1, 11-38.
220. R. J. Mair and R. N. Taylor, Bored tunnelling in the urban environment. 14th Int. Conf. SMFE, Hamburg 1997
221. S. R. Macklin, The prediction of volume loss due to tunnelling in overconsolidated clay based on heading geometry and stability number. Ground Engineering, April 1999
222. 'Recent advances into the modelling of ground movements due to tunnelling', Ground Engineering, September 1995, 40-43
223. cf. C. Sagaseta: Analysis of undrained soil deformation due to ground loss. Geotechnique 37, No. 3(1987), 301-320;
224. R. Kerry Rowe and K. M. Lee: Subsidence owing to tunnelling. II. Evaluation of a prediction technique. Can. Geotech. J. Vol. 29, 1992, 941-954
225. L. Müller-Salzburg und E. Fecker: Grundgedanken und Grunds̈atze der ̈ 'Neuen Osterreichischen Tunnelbauweise'. In: Grundlagen und Anwendungen der Felsmechanik. Felsmechanik Kolloquium Karlsruhe 1978, Trans Tech Publications, Clausthal 1978, 247-262
226. S. Jancsecz et al., Minimierung von Senkungen beim Schildvortrieb am Beispiel der U-Bahn Düsseldorf. Tunnelbau 2001, VGE Essen, 165-214
227. M. M̈ahr, Settlements from tail gap grouting due to contractancy of soil, Felsbau, in print, 2004
228. This section is based mainly on the book "Building Response to Tunnelling. Case Studies from Construction of the Jubilee Line Extension, London", Vol. 1, edited by J. B. Burland et al, Telford, London, 2001
229. P. K. Kaiser et al., Underground works in hard rock tunnelling and mining. GeoEng 2000, Melbourne
230. E. L. Nicolai, Stabilitätsprobleme der Elastizitatstheorie, Zeitschrift fur Angewandte Mathematik und Mechanik, 3, 1923, 227-229
231. H.-P. Götz und E. Fecker: Verformungs- und Spannungsmessungen im Tunnelbau; ein unentbehrliches Mittel zur Überprüfung des Vortriebs- und Ausbaugeschehens, VDI-Berichte Nr. 472/1983.
232. W. Schuck und E. Fecker: Geotechnische Messungen in bestehenden Eisenbahntunneln, Tunnelbau 1998, Verlag Glückauf, 44-84.
233. H. Bock, European practice in performance monitoring for tunnel design verification, Tunnels and Tunnelling International, July 2000, 35-37
234. H. Bock, European practice in geotechnical instrumentation for tunnel construction control, Tunnels & Tunnelling International, April 2001, 51-53 and May 2001, 48-50
235. (see Tunnels & Tunnelling International, December 2002, 57).
236. C. R. I. Clayton et al., The performance of pressure cells for sprayed concrete tunnel linings. Géotechnique 52, No. 2, 107-115 (2002).
237. Several articles on rock stress estimation can be found in International Journal of Rock Mechanics & Mining Sciences, 40 (2003)
238. B. Bjarnason, B. Lijon, O. Stephansson 'The Bolmen Project: Rock Stress Measurements Using Hydraulic Fracturing and Overcoring Techniques', Tunnelling and Underground Space Technology, Vol. 3, No. 3, 305-316, 1988
239. P. K. Kaiser et al., Underground works in hard rock tunnelling and mining. Geo-Eng 2000, Melbourne
240. see J. A. Franklin, M. B. Dusseault: Rock Engineering. McGraw-Hill, 1989
241. H. F. Schweiger, Results from two geotechnical benchmark problems. In: Proceed. 4th Europ. Conf. Num. Methods in Geotechnical Engineering, Udine, 1998. A. Cividini (ed.), Springer, 1998, 645-654
242. See to bibliography cited in D. Ḧarle, P. M. Mayer, B. Spuler: Stability Investigations for outer lining and rock with driving the Engelberg Base tunnel, Tunnel 3(1997), 12-22.
243. See I. Herle, Constitutive models for numerical simulations. In: Rational Tunnelling, D. Kolymbas (ed.), Logos, Berlin 2003, 27-60.