The effect of suction on ground surface settlement for a tunnel

Bestun Shwan

doi:10.1051/e3sconf/20199217008

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 17008

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		17008
Number of page(s)		5
Section		Physical Modelling
DOI		https://doi.org/10.1051/e3sconf/20199217008
Published online		25 June 2019

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[1] S. Yimsiri et al., Lateral and upward soil-pipeline interactions in sand for deep embedment conditions. 130(8): p.p. 830-842, (2004). [Google Scholar]

[2] J. Crofts, B. Menzies, and A. J.G. Tarzi, Lateral displacement of shallow buried pipelines due to adjacent deep trench excavations. 27(2): p. 161-179, (1977). [Google Scholar]

[3] D. K. Karamitros, et al., Stress analysis of buried steel pipelines at strike-slip fault crossings. 27(3): p. 200-211, (2007). [Google Scholar]

[4] J. K. Jung et al., Lateral soil-pipe interaction in dry and partially saturated sand. 139(12): p.p. 2028-2036, (2013). [Google Scholar]

[5] D. J. Robert, Soil-pipeline interaction in unsaturated soils. 2010, University of Cambridge. [Google Scholar]

[6] P. Bryden, H. El Naggar, and A.J.G. Valsangkar, Soil-structure interaction of very flexible pipes: centrifuge and numerical investigations. 15(6), (2014). [Google Scholar]

[7] S. Chatterjee, Numerical modelling of pipe-soil interactions. University of Western Australia, (2012). [Google Scholar]

[8] B. J. Shwan, Physical and numerical modelling of sheet pile wall for unsaturated sand. in UNSAT 2018: The 7th Int. Conf. on Unsat. Soils, (2018). [Google Scholar]

[9] R. B. Peck, Deep excavations and tunneling in soft ground. Proc. 7th ICSMFE: p.p: 225-290, (1969). [Google Scholar]

[10] R. J. Mair, R. N. Taylor, and A.J. Bracegirdle, Subsurface settlement profiles above tunnels in clays. Geotechnique. 43(2), (1993). [Google Scholar]

[11] PivView2C, U.M.J.P.G., Germany, Ver. 2.1. [Google Scholar]