Publisher
Springer Science and Business Media LLC
Reference30 articles.
1. Cui GY, Ma JF, Wang DY (2021) A large 3D laboratory test on the deformation characteristic of shallow loess tunnel under different plastic states. Bulletin of Engineering Geology and the Environment 80(10):7577–7590, DOI: https://doi.org/10.1007/s10064-021-02375-3
2. Elyasi A, Javadi M, Moradi T, Moharrami J, Parnian S, Amrac M (2016) Numerical modeling of an umbrella arch as a pre-support system in difficult geological conditions: A case study. Bulletin of Engineering Geology and the Environment 75(1):211–221, DOI: https://doi.org/10.1007/s10064-015-0738-5
3. Gao XJ, Li MY, Zhang JW, Song JX (2021) Experimental study on freezing method of subway connecting channel in water-rich silty clay. Chinese Journal of Rock Mechanics and Engineering 40(6):1267–1276 (in Chinese)
4. Huang ZQ, Chen Y, Song RY, Song LJ (2010) Experimental study on unsaturated properties of loess-like silty clay in Sanmenxia area. Rock and Soil Mechanics 31(6):1759–1762 (in Chinese)
5. Kanik M, Gurocak Z (2018) Importance of numerical analyses for determining support systems in tunneling: A comparative study from the trabzon-gumushane tunnel, Turkey. Journal of African Earth Sciences 143:253–265, DOI: https://doi.org/10.1016/j.jafrearsci.2018.03.032