Evaluating changes in shear wave velocity due to blast-induced liquefaction-Reference-Cited by-同舟云学术

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Evaluating changes in shear wave velocity due to blast-induced liquefaction

Published:2024-01 Issue: Volume:176 Page:108280
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Hubler Jonathan F.^ORCID,Hanley James P.,Stolte Andrew C.^ORCID,Wotherspoon Liam^ORCID,Rollins Kyle M.^ORCID

Funder

National Science Foundation

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Blast-induced liquefaction of an alluvial sand deposit;Charlie;Geotech Test J,1992

2. Blast-induced liquefaction for full-scale foundation testing;Ashford;J Geotech Geoenviron Eng,2004

3. Pore pressure measurement in blast-induced liquefaction experiments;Rollins;Transport Res Rec,2005

4. Evaluation of soil improvement via blasting using array-based surface wave tests;Yoon,2007

5. Cone penetration resistance variation with time after blast liquefaction testing;Rollins,2008

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