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Seismic Behavior of Qinghai-Tibetan Railway Embankment in Permafrost Regions: A Case Study

Seismic Behavior of Qinghai-Tibetan Railway Embankment in Permafrost Regions: A Case Study

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_4598a8a7b49e41fcb828a20fcde38a27

Seismic Behavior of Qinghai-Tibetan Railway Embankment in Permafrost Regions: A Case Study

About this item

Full title

Seismic Behavior of Qinghai-Tibetan Railway Embankment in Permafrost Regions: A Case Study

Publisher

Cairo: Hindawi

Journal title

Shock and vibration, 2023-02, Vol.2023, p.1-13

Language

English

Formats

Publication information

Publisher

Cairo: Hindawi

More information

Scope and Contents

Contents

The temperature is a critical factor that determines the unfrozen water content and ice content in the frozen soil. In view of mechanical properties of the frozen soil depend on the volume of components of the four-phase systems, thus the temperature has a significant impact on the mechanical behaviors and deformation properties. The thermal state...

Alternative Titles

Full title

Seismic Behavior of Qinghai-Tibetan Railway Embankment in Permafrost Regions: A Case Study

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_4598a8a7b49e41fcb828a20fcde38a27

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_4598a8a7b49e41fcb828a20fcde38a27

Other Identifiers

ISSN

1070-9622

E-ISSN

1875-9203

DOI

10.1155/2023/1737203

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