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Vol 190
Pages:
163
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RUS

Tunnel induced deformation of strata and formation of surface settlement trought during construction process

Authors:
M. A. Karasev
About authors
  • Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2010-08-18
Date accepted:
2010-10-22
Date published:
2011-02-01

Abstract

Analysis of tunnel induced settlement due to tunnel development with a help of TBM is given in current article. Surface settlement trough and settlement profile in longitudinal and transverse directions is shown below. A brief analysis of semi-empirical method of tunnel induced settlement calculation and determination of strains around excavation is given. Volume loss is given based on the in-situ observation.

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References

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  2. Attewell P.B., Selby A.R. Tunnelling in compressible soils: Large ground movements and structural implications // Tunnelling and Underground Space Technology. 1989. № 4.
  3. Attewell P.B., Woodman J.P. Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil // Ground Engineering. 1982. 15 (8).
  4. Attewell P.B., Yeates J., Selby A.R. Soil movements indced by tunnelling and their effects on pipelines and structures. Glasgo. Blackie, 1986.
  5. Attewell P.B. Ground movements caused by tunnelling in soil // Large ground movements and structures. London: Pentech Press, 1978.
  6. Broms B.B., Bennermark H. Stability of clay in vertical openings // Journal of Soil Mechanics and Foundations. ASCE. 1967. 193.
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  10. Mair R.J. Centrifugal modelling of tunnel construction in soft clay / Thesis (PhD). University of Cambridge, 1979.
  11. Morton K., Au E. Settlement observations on eight structures in London / Proc. Conf. Settlement of Structures, Cambridge. London: Pentech Press, 1975.
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