Effect of Face Losses and Cover-to-Diameter Ratio on Tunneling Induced Settlements in Soft Clay, Using Transparent Soil Models
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-021-01843-7.pdf
Reference68 articles.
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2. Ads A, Iskander M, Bless S (2020a) Soil–projectile interaction during penetration of a transparent clay simulant. Acta Geotech 15:815–826. https://doi.org/10.1007/s11440-020-00921-z
3. Ads A, Iskander M, Bless S (2020b) Shear strength of a synthetic transparent soft clay using a miniature ball penetrometer test. Geotech Test J. https://doi.org/10.1520/GTJ20190020
4. Ahmed M, Iskander M (2011) Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models. J Geotech Geoenvironmental Eng 137:525–535. https://doi.org/10.1061/(asce)gt.1943-5606.0000456
5. Ahmed M, Iskander M (2012) Evaluation of tunnel face stability by transparent soil models. Tunn Undergr Sp Technol 27:101–110. https://doi.org/10.1016/j.tust.2011.08.001
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