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Parameter analysis of coupling characteristics and load‐sharing law of arch‐chord coupled anti‐slidi...

Parameter analysis of coupling characteristics and load‐sharing law of arch‐chord coupled anti‐slidi...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_19a423ca6a70493f861067f4157268b1

Parameter analysis of coupling characteristics and load‐sharing law of arch‐chord coupled anti‐sliding structure

About this item

Full title

Parameter analysis of coupling characteristics and load‐sharing law of arch‐chord coupled anti‐sliding structure

Publisher

Hoboken, USA: John Wiley & Sons, Inc

Journal title

Engineering Reports, 2023-02, Vol.5 (2), p.n/a

Language

English

Formats

Publication information

Publisher

Hoboken, USA: John Wiley & Sons, Inc

More information

Scope and Contents

Contents

Arch‐chord coupled anti‐sliding structure is a new type of anti‐sliding structure composed of multiple single piles in a specific form. The coupling effect of pile and soil is the most important key point. In this article, the factors that affect the coupling bearing capacity and load sharing ratio of the arch‐chord coupled anti‐sliding structure a...

Alternative Titles

Full title

Parameter analysis of coupling characteristics and load‐sharing law of arch‐chord coupled anti‐sliding structure

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_19a423ca6a70493f861067f4157268b1

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_19a423ca6a70493f861067f4157268b1

Other Identifiers

ISSN

2577-8196

E-ISSN

2577-8196

DOI

10.1002/eng2.12568

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