Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil
Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil
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Publisher
Elsevier B.V
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Language
English
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Elsevier B.V
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The probability analysis of ground deformation is becoming a trend to estimate and control the risk brought by shield tunnelling. The gap parameter is regarded as an effective tool to estimate the ground loss of tunnelling in soft soil. More specifically, ω, which is a gap parameter component defined as the over (or insufficient) excavation due to...
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Full title
Dynamic prediction of over-excavation gap due to posture adjustment of shield machine in soft soil
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TN_cdi_doaj_primary_oai_doaj_org_article_451c327e873747eca2dbecd0ab30d75b
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_451c327e873747eca2dbecd0ab30d75b
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ISSN
2467-9674
E-ISSN
2467-9674
DOI
10.1016/j.undsp.2023.09.004
