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Working mechanism and method for theoretical calculation of arch–chord coupled anti‐sliding structur...

Working mechanism and method for theoretical calculation of arch–chord coupled anti‐sliding structur...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_63e08591510e4626a1934a46e8e5b667

Working mechanism and method for theoretical calculation of arch–chord coupled anti‐sliding structure

About this item

Full title

Working mechanism and method for theoretical calculation of arch–chord coupled anti‐sliding structure

Publisher

Hoboken, USA: John Wiley & Sons, Inc

Journal title

Engineering Reports, 2022-02, Vol.4 (2), p.n/a

Language

English

Formats

Publication information

Publisher

Hoboken, USA: John Wiley & Sons, Inc

More information

Scope and Contents

Contents

With the increase in the mileage of high‐speed railways around the world, subgrade problems related to the same have been emerging in large numbers. In view of the shortcomings of slow construction speed and large disturbance caused by conventional anti‐slide piles during emergency reinforcement of subgrades, an “arch–chord coupled anti‐slide struc...

Alternative Titles

Full title

Working mechanism and method for theoretical calculation of arch–chord coupled anti‐sliding structure

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_63e08591510e4626a1934a46e8e5b667

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_63e08591510e4626a1934a46e8e5b667

Other Identifiers

ISSN

2577-8196

E-ISSN

2577-8196

DOI

10.1002/eng2.12454

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