Deep learning-based evaluation of factor of safety with confidence interval for tunnel deformation in spatially variable soil

Author:

Zhang Jinzhang,Phoon Kok KwangORCID,Zhang Dongming,Huang Hongwei,Tang Chong

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference68 articles.

1. Scale of fluctuation for spatially varying soils: estimation methods and values;Cami;ASCE-ASME J. Risk Uncertainty Eng. Syst. Part A: Civ. Eng.,2020

2. Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties;Chen;Tunn. Undergr. Space Technol.,2019

3. Deep learning based classification of rock structure of tunnel face;Chen;Geosci. Front.,2021

4. Automated extraction and evaluation of fracture trace maps from rock tunnel face images via deep learning;Chen;Int. J. Rock Mech. Min. Sci.,2021

5. Efficient evaluation of reliability for slopes with circular slip surfaces using importance sampling;Ching;J. Geotech. Geoenviron. Eng.,2009

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