journal article·2024-09

Large deformation induced soil pressure changes in a loess tunnel

Xuchao Du, Yao Li, Xing Dong, Kuan Han

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OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Analysis · Landslides and related hazards

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References (28)

Show source-provided references
1. Geological hazards in loess terrain, with particular reference to the loess regions of China10.1016/S0012-8252(01)00050-2 ↗
2. The Huangtu (loess) of China
3. Prediction of field collapse of soils due to wetting10.1061/(ASCE)0733-9410(1988)114:1(40) ↗
4. Response of sandy soil to the volume losses at the tunnel face level10.1016/j.sandf.2021.08.005 ↗
5. Collapsible characteristics of loess tunnel site and their effects on tunnel structure10.1016/j.tust.2018.08.035 ↗
6. Mechanical characteristics of primary support of large span loess highway tunnel: a case study in Shaanxi Province, Loess Plateau, NW China primary
7. U-shaped tunnel lining design using the Hyperstatic Reaction Method-Influence of the invert10.1016/j.sandf.2020.02.004 ↗
8. Analytical modeling of complex contact behavior between rock mass and lining structure10.1016/j.jrmge.2021.10.007 ↗
9. A new model to predict soil pressure acting on deep burial jacked pipes10.1016/j.tust.2016.09.005 ↗
10. An improved method to calculate the vertical earth pressure for deep shield tunnel in Shanghai soil layers10.1016/j.tust.2018.01.027 ↗
11. Calculation of pressure on the shallow-buried twin-tunnel in layered strata10.1016/j.tust.2020.103465 ↗
12. K. Terzaghi, Stress distribution in dry and in saturated sand above a yielding trap-door. 1st International Conference on Soil Mechanics and Foundation Engineering, Cambridge, 1936, pp. 307–311.
13. X.W, H. A Study on Deformation Law of Highway Tunnel Mizhi NO.1 Excavated in Loess, Chang'an University, Xi’an, 2011.
14. DEM analyses of one-dimensional compression and collapse behaviour of unsaturated structural loess10.1016/j.compgeo.2014.04.002 ↗
15. Zhao · 2011
16. A comprehensive solution for the calculation of ground reaction curve in the crown and sidewalls of circular tunnels in the elastic-plastic-EDZ rock mass considering strain softening10.1016/j.tust.2018.11.045 ↗
17. Effect of particle fabric on the coefficient of lateral earth pressure observed during one-dimensional compression of sand10.1139/cgj-2012-0162 ↗
18. Investigation on the Influencing Factors of K 0 of Granular Materials Using Discrete Element Modelling10.3390/app12062899 ↗
19. Effect of void ratio on K 0 of a sand by means of triaxial stress-path testing10.1007/s10706-017-0324-7 ↗
20. Influences of water content and stress on coefficient of lateral pressure at rest of undisturbed loess
21. DEM analysis of “soil”-arching within geogrid-reinforced and unreinforced pile-supported embankments10.1016/j.compgeo.2014.04.007 ↗
22. Analytical study of induced anisotropy in idealized granular materials10.1680/geot.1989.39.4.601 ↗
23. Observations on stress-force-fabric relationships in idealized granular materials10.1016/0167-6636(90)90030-J ↗
24. Analytical solution for determining the plastic zones around two unequal circular tunnels10.1016/j.tust.2021.104267 ↗
25. Evolution characteristics analysis of pressure-arch in a double-arch tunnel
26. Analysis of arching mechanism and evolution characteristics of tunnel pressure arch
27. Terzaghi · 1948
28. Calculation method for surrounding rock pressure of shallow buried loess tunnel