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Optimization study on blasting scheme of metro stations subsurface excavating oblique through pile f...

Optimization study on blasting scheme of metro stations subsurface excavating oblique through pile f...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_be3811625ea34f4592f27c0bdce1ac1f

Optimization study on blasting scheme of metro stations subsurface excavating oblique through pile foundations of existing elevated light rail lines

About this item

Full title

Optimization study on blasting scheme of metro stations subsurface excavating oblique through pile foundations of existing elevated light rail lines

Publisher

London, England: SAGE Publications

Journal title

Advances in mechanical engineering, 2020-06, Vol.12 (6)

Language

English

Formats

Publication information

Publisher

London, England: SAGE Publications

More information

Scope and Contents

Contents

Based on the project of digging through the pile foundation of adjacent Qingdao Metro Line 11 at Zhangcun Station of line 4, orthogonal simulation research was carried out, and the influence of different underground running length of adjacent bridge pile was analyzed. Research findings were as follows: (1) The maximum vibration speed generated by t...

Alternative Titles

Full title

Optimization study on blasting scheme of metro stations subsurface excavating oblique through pile foundations of existing elevated light rail lines

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_be3811625ea34f4592f27c0bdce1ac1f

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_be3811625ea34f4592f27c0bdce1ac1f

Other Identifiers

ISSN

1687-8132

E-ISSN

1687-8140

DOI

10.1177/1687814020933063

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