Data-driven estimations of ground deformations induced by tunneling: a Bayesian perspective

Author:

Pan Q. J.,Li X. Z.,Wang S. Y.,Phoon K. K.

Funder

National Natural Science Foundation of China

The science and technology innovation Program of Hunan Province

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference75 articles.

1. Attewell PB, Farmer IW (1974) Ground deformations resulting from shield tunnelling in London Clay. Can Geotech J 11(3):380–395

2. Au SK, Beck JL (1999) A new adaptive importance sampling scheme for reliability calculations. Struct Saf 21(2):135–158

3. Bobet A (2001) Analytical solutions for shallow tunnels in saturated ground. J Eng Mech 127(12):1258–1266

4. Bishop CM (2006) Pattern recognition and machine learning. Springer

5. Bowers KH, Hiller DM, New BM (1996) Ground movement over three years at the heathrow express rail tunnel. In Geotechnical aspects of underground construction in soft ground-preprint volume of proceedings from an international symposium held at City University, London, UK, 15–17 April 1996

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