New Method for Calculating Soil Pressure on Shallow Underground Structures in Layered Soil
Author:
Funder
Key Technologies Research and Development Program
Science and Technology Project of Higher Education Institutions of Hebei Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-024-02856-8.pdf
Reference52 articles.
1. Abbo AJ, Wilson DW, Sloan SW, Lyamin AV (2013) Undrained stability of wide rectangular tunnels. Comput Geotech 53:46–59. https://doi.org/10.1016/j.compgeo.2013.04.005
2. Anagnostou G (2012) The contribution of horizontal arching to tunnel face stability. Geotechnik 35(1):34–44. https://doi.org/10.1002/gete.201100024
3. Bhattacharya P, Sriharsha P (2020) Stability of horseshoe tunnel in cohesive-frictional soil. Int J Geomech 20(9):06020021. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001770
4. Bierbaumer A (1913) Die dimensionierung des tunnelmauerwerkes. Wilhelm Engelmann, Liepzig
5. Chen W, Liu X (1975) Limit analysis in soil mechanics. Elsevier Science Publishing Co Inc, New York
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