Numerical Analysis of Influences of Engineering Piles for Anti-Inrush of Deep Excavation under Confi...
Numerical Analysis of Influences of Engineering Piles for Anti-Inrush of Deep Excavation under Confined Water
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Publisher
New York: Hindawi
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Language
English
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New York: Hindawi
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Contents
Aiming at the problem of anti-inrush of confined water in foundation pits considering the influence of engineering piles, a three-dimensional numerical analysis model of anti-inrush stability of deep foundation pits is established by using the finite element software ABAQUS, and the inrush failure mechanism and deformation behavior of the foundatio...
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Numerical Analysis of Influences of Engineering Piles for Anti-Inrush of Deep Excavation under Confined Water
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TN_cdi_doaj_primary_oai_doaj_org_article_e2f600a5f47a4016aaf288e3358e41a5
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https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_e2f600a5f47a4016aaf288e3358e41a5
Other Identifiers
ISSN
1687-8086
E-ISSN
1687-8094
DOI
10.1155/2023/6316499
