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An experimental study on dynamic response for MICP strengthening liquefiable sands

An experimental study on dynamic response for MICP strengthening liquefiable sands

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_1864559681

An experimental study on dynamic response for MICP strengthening liquefiable sands

About this item

Full title

An experimental study on dynamic response for MICP strengthening liquefiable sands

Publisher

Harbin: Institute of Engineering Mechanics, China Earthquake Administration

Journal title

Earthquake Engineering and Engineering Vibration, 2016-12, Vol.15 (4), p.673-679

Language

English

Formats

Publication information

Publisher

Harbin: Institute of Engineering Mechanics, China Earthquake Administration

More information

Scope and Contents

Contents

The technology of bio-gronting is a new technique for soft ground improvement. Many researchers have carried out a large number of experiments and study on this topic. However, few studies have been carried out on the dynamic response of solidified sand samples, such reducing liquefaction in sand. To study this characteristic of microbial-strengthe...

Alternative Titles

Full title

An experimental study on dynamic response for MICP strengthening liquefiable sands

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_miscellaneous_1864559681

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_miscellaneous_1864559681

Other Identifiers

ISSN

1671-3664

E-ISSN

1993-503X

DOI

10.1007/s11803-016-0357-6

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