Theoretical analysis of additional surrounding rock pressure in shallow buried bias tunnel
Theoretical analysis of additional surrounding rock pressure in shallow buried bias tunnel
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London: Nature Publishing Group UK
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English
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London: Nature Publishing Group UK
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The existing calculation method for the surrounding rock pressure of shallow buried bias tunnel fails to account for the impact of the progressive failure characteristics of the surrounding rock and slope creep, thereby neglecting the additional pressure arising from slope creep. Therefore, the progressive instability failure mode of the surroundin...
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Theoretical analysis of additional surrounding rock pressure in shallow buried bias tunnel
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TN_cdi_doaj_primary_oai_doaj_org_article_1f3260e1a68e40938421cfba2c2f86f1
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_1f3260e1a68e40938421cfba2c2f86f1
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ISSN
2045-2322
E-ISSN
2045-2322
DOI
10.1038/s41598-024-80658-x
