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Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation

Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2919541129

Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation

About this item

Full title

Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation

Publisher

Seoul: Korean Society of Civil Engineers

Journal title

KSCE journal of civil engineering, 2022-02, Vol.26 (2), p.661-672

Language

English

Formats

Publication information

Publisher

Seoul: Korean Society of Civil Engineers

More information

Scope and Contents

Contents

In urban areas with scarce land resources, many deep excavations are performed adjacent to flexible retaining walls. This study investigated the influence of a flexible retaining wall on the performance of an adjacent deep excavation through numerical modeling. The numerical method incorporating the hardening soil small-strain model and input param...

Alternative Titles

Full title

Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_2919541129

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2919541129

Other Identifiers

ISSN

1226-7988

E-ISSN

1976-3808

DOI

10.1007/s12205-021-0762-x

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