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Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion

Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_8b953c84a3e14795a8b1c869116028ac

Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion

About this item

Full title

Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion

Publisher

Cairo, Egypt: Hindawi Publishing Corporation

Journal title

Advances in civil engineering, 2018-01, Vol.2018 (2018), p.1-8

Language

English

Formats

Publication information

Publisher

Cairo, Egypt: Hindawi Publishing Corporation

More information

Scope and Contents

Contents

Based on the Drucker–Prager yield criterion, the theoretical solution of stratigraphic deformation in tunnel excavation process is deduced by the cavity expansion theory. In view of soil loosening around the tunnel caused by the tunnel excavation process, the internal friction angle of the surrounding soil is not a constant but a function of normal...

Alternative Titles

Full title

Elastoplastic Analysis of Circular Tunnel Based on Drucker–Prager Criterion

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_8b953c84a3e14795a8b1c869116028ac

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_8b953c84a3e14795a8b1c869116028ac

Other Identifiers

ISSN

1687-8086

E-ISSN

1687-8094

DOI

10.1155/2018/5149789

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