Probabilistic analysis of tunnel convergence in spatially variable soil based on Gaussian process regression

Author:

Zhang Houle,Wu Yongxin,Yang Shangchuan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference43 articles.

1. Reliability analysis of the bearing capacity of a shallow foundation resting on cohesive soil;Babu;Can. Geotech. J.,2006

2. Bayesian prediction of tunnel convergence combining empirical model and relevance vector machine;Chang;Measurement,2022

3. Bearing capacity of strip footings seated on unreinforced and geosynthetic-reinforced granular layers over spatially variable soft clay deposits;Chenari;J. Geotech. Geoenviron. Eng. ASCE,2023

4. Variable selection via nonconcave penalized likelihood and its oracle properties;Fan;J. Am. Stat. Assoc.,2001

5. Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study;Fang;Can. Geotech. J.,2022

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