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Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_e43d6b4527334a11875ae34844730dc6

Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

About this item

Full title

Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

Publisher

London: Nature Publishing Group UK

Journal title

Scientific reports, 2024-03, Vol.14 (1), p.7014-7014, Article 7014

Language

English

Formats

Publication information

Publisher

London: Nature Publishing Group UK

More information

Scope and Contents

Contents

The seismic deterioration effects of anchor cables and slope structural planes are often neglected in the dynamic stability analysis of anchored rocky slopes to the extent that the stability of slopes is overestimated. In this paper, a dynamic calculation method for anchored rocky slopes considering the seismic deterioration effect is established,...

Alternative Titles

Full title

Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_e43d6b4527334a11875ae34844730dc6

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_e43d6b4527334a11875ae34844730dc6

Other Identifiers

ISSN

2045-2322

E-ISSN

2045-2322

DOI

10.1038/s41598-024-57413-3

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