Time-dependent surrounding soil pressure and mechanical response of tunnel lining induced by surrounding soil viscosity
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
https://link.springer.com/content/pdf/10.1007/s11431-021-1908-6.pdf
Reference50 articles.
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4. Jamsawang P, Boathong P, Mairaing W, et al. Undrained creep failure of a drainage canal slope stabilized with deep cement mixing columns. Landslides, 2016, 13: 939–955
5. Mair R J. Tunnelling and geotechnics: New horizons. Géotechnique, 2008, 58: 695–736
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