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Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefia...

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefia...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_plos_journals_2502193531

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration

About this item

Full title

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration

Publisher

United States: Public Library of Science

Journal title

PloS one, 2021-03, Vol.16 (3), p.e0248502-e0248502

Language

English

Formats

Publication information

Publisher

United States: Public Library of Science

More information

Scope and Contents

Contents

Composite pile foundation has been widely used in ground engineering. This composite pile foundation system has complex pile-soil interactions under seismic loading. The calculation of vertical bearing capacity of composite pile foundation is still an unsolved problem if the soil around piles is partially or completely liquefied under seismic loadi...

Alternative Titles

Full title

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_plos_journals_2502193531

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_plos_journals_2502193531

Other Identifiers

ISSN

1932-6203

E-ISSN

1932-6203

DOI

10.1371/journal.pone.0248502

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