Investigation on the 3D Ground Settlement Induced by Shallow Tunneling Considering the Effects of Buildings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-2201-9.pdf
Reference37 articles.
1. Amorosi A, Boldini D, de Felice G, Lasciarrea WG, Malena M (2019) Three-dimensional numerical modelling of historical masonry structures affected by tunnelling-induced settlements. In: Structural Analysis of Historical Constructions, Springer, Cham, Switzerland, 947–956
2. Attewell PB, Yeates J, Selby AR (1986) Soil movements induced by tunneling and their effects on pipelines and structures. Blackie and Son Ltd., London. UK.
3. Bobet A (2001) Analytical solutions for shallow tunnels in saturated ground. Journal of Engineering Mechanics 127(12):1258–1266, DOI: https://doi.org/10.1061/(Asce)0733-9399(2001)127:12(1258)
4. Chou WI, Bobet A (2002) Predictions of ground deformations in shallow tunnels in clay. Tunnelling and Underground Space Technology 17(1):3–19, DOI: https://doi.org/10.1016/S0886-7798(02)00104-9
5. Dindarloo SR, Siami-Irdemoosa E (2015) Maximum surface settlement based classification of shallow tunnels in soft ground. Tunnelling and Underground Space Technology 49:320–327, DOI: https://doi.org/10.1016/j.tust.2015.04.021
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