Improved equations of ground pressure for shallow large-diameter shield tunnel considering multiple impact factors-Reference-Cited by-同舟云学术

Improved equations of ground pressure for shallow large-diameter shield tunnel considering multiple impact factors

Published:2023-08 Issue: Volume:138 Page:105166
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Cui Lan,Yang Wenyu,Zheng Junjie,Sheng Qian

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference52 articles.

1. Engineering rock mass classifications;Bieniawski;Petroleum,1989

2. Die dimensionierung des tunnel manerwerks;Bierbaumer,1913

3. Shallow tunnels in cohesionless soil: stability of tunnel face;Chambon;J. Geotech. Eng.,1994

4. Finite element analysis of tunnel–soil–pile interaction using displacement controlled model;Cheng;Tunn. Undergr. Space Technol.,2007

5. Cording, E. J., Hansmire, W. H., 1975. Tunnels in soils-general report, session Ⅳ. In: 5th Pan American Conference of Soil Mechanics and Foundation Engineering, Bueno Aires, p. 63.

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mechanical characteristics and application of CFRP cable anchor support structures in coastal area;Ocean Engineering;2024-05

2. Static and dynamic compressive performance of coral reef limestone: interpretations of rate effect from laboratory tests;Bulletin of Engineering Geology and the Environment;2024-04-24

3. Geological challenges of tunnelling using large slurry shield machine in dense urban centre;Geological Journal;2024-03-12

4. Review of tunnels and tunnelling under unfavourable geological conditions;Geological Journal;2024-03-02

5. A Novel Deformation Analytical Solution and Constitutive Model for Fractured Rock Masses;Journal of Marine Science and Engineering;2023-12-13