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Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process

Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_59d14f41784b4fef8cc15b566954e3e6

Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process

About this item

Full title

Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process

Publisher

London: Nature Publishing Group UK

Journal title

Scientific reports, 2023-03, Vol.13 (1), p.4173-4173, Article 4173

Language

English

Formats

Publication information

Publisher

London: Nature Publishing Group UK

More information

Scope and Contents

Contents

One of the main causes for excessive deformation within a tunnel is due to the instability of the soil or soft rock ahead of the excavation face. Fiberglass bolts have been shown to be a useful advance reinforcement method for the excavation face. In this paper, an improved ADECO-RS (Analysis of controlled deformation in rock and soils) method had...

Alternative Titles

Full title

Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_59d14f41784b4fef8cc15b566954e3e6

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_59d14f41784b4fef8cc15b566954e3e6

Other Identifiers

ISSN

2045-2322

E-ISSN

2045-2322

DOI

10.1038/s41598-023-31000-4

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