3-D strong tilting observed in tall, isolated brick chimneys during the excavation of the Athens Metro

作者: George Papastamos , Stathis Stiros , Vasso Saltogianni , Villy Kontogianni

DOI: 10.1007/S12518-014-0138-8

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摘要: Excavation of a metro tunnel in the historical centre Athens (Gazi/Technopolis area) soft rocks produced considerable tilting, up to 7.5 ‰, but no damage three isolated brick chimneys, 26–34 m high. Tilting was derived from coordinate changes control points at top chimneys measured remote total station and permitted understand that during excavation, on were moving roughly along semi-circles with radii 20 cm overall motion structures can be simulated by inverted half-cones. While deformation ground due tunnelling so far usually assumed as 2-D effect approximated Gaussian function, evidence presented clearly indicates 3-D (tilting rigid different directions), full agreement new theoretical models nearby excavations (ground loss). Measurement tunnelling-induced became for first time possible two reasons: first, Gazi are slender functioning huge tiltmetres amplifying amount local deformation; most other cases, this is obscured/compensated response bulky buildings. And second, use geodetic stations (electronic theodolites) permits measurement coordinates nearly millimetre accuracy. Observed tilting several times larger than accepted threshold failure tunnelling/excavations, their foundations, limited dimensions directly ground, practically not subject differential displacements. This result important future underground works vicinity such towers, bell towers minarets.

参考文章(28)
R. B. Peck, Deep Excavations and Tunnelling in Soft Ground Proceedings of the International Conference on Soil Mechanics and Foundation Engineering. ,vol. 3, pp. 225- 290 ,(1969)
A. R. Selby, J. Yeates, P. B. Attewell, SOIL MOVEMENTS INDUCED BY TUNNELLING AND THEIR EFFECTS ON PIPELINES AND STRUCTURES Chapman and Hall. ,(1986)
J Standing, JB Burland, RJ Mair, DI Harris, Compensation grouting to control tilt of Big Ben Clock Tower A.A. Balkema. ,(1999)
Marco D. Boscardin, Edward J. Cording, Building Response to Excavation‐Induced Settlement Journal of Geotechnical Engineering. ,vol. 115, pp. 1- 21 ,(1989) , 10.1061/(ASCE)0733-9410(1989)115:1(1)
Marko Pejić, Branko Božić, Biljana Abolmasov, Zagorka Gospavić, Design and optimisation of laser scanning for tunnels geometry inspection Tunnelling and Underground Space Technology. ,vol. 37, pp. 199- 206 ,(2013) , 10.1016/J.TUST.2013.04.004
Villy Kontogianni, Panos Psimoulis, Stathis Stiros, What is the contribution of time-dependent deformation in tunnel convergence? Engineering Geology. ,vol. 82, pp. 264- 267 ,(2006) , 10.1016/J.ENGGEO.2005.11.001