Liquefaction‐Induced Damage and CPT Characterization of the Reclamations at CentrePort, Wellington

• DOI: 10.1785/0120170246
• Publication Date: 2018-03-27T09:39:24Z
• Authors: Misko Cubrinovski; Jonathan D. Bray; Christopher de la...; Michael Olsen; Brendon Bradley; Gabriele Chiaro; Emilia Stocks; Liam Wotherspoon; Tiffany Krall
• Keywords: 0211 other engineering and technologies; 02 engineering and technology

Research Article| March 27, 2018 Liquefaction‐Induced Damage and CPT Characterization of the Reclamations at CentrePort, Wellington Misko Cubrinovski; Cubrinovski aCivil Natural Resources Engineering, University Canterbury, Private Bag 4800, Christchurch 8140, New Zealand, [e-mail]@[e-mail]@canterbury.ac.nz Search for other works by this author on: GSW Google Scholar Jonathan D. Bray; Bray bUniversity California, Berkeley, Davis Hall, California 94720, [e-mail] Christopher de la Torre; Torre Michael Olsen; Olsen cSchool Civil Construction Oregon State University, Owen Corvalis, 97331, [e-mail] Brendon Bradley; Bradley Gabriele Chiaro; Chiaro Emilia Stocks; Stocks dTonkin Taylor Ltd., 6011, [e-mail] Liam Wotherspoon; Wotherspoon eDepartment Environmental Auckland, Engineering Block 1 – Building 401, 20 Symonds Street, Auckland 1010, [e-mail] Tiffany Krall fCentrePort [e-mail] Bulletin Seismological Society America (2018) 108 (3B): 1695–1708. https://doi.org/10.1785/0120170246 Article history first online: 27 Mar Cite View This Citation Add to Manager Share Icon Facebook Twitter LinkedIn MailTo Tools Get Permissions Site Cubrinovski, Bray, Torre, Olsen, Bradley, Chiaro, Stocks, Wotherspoon, Krall; Wellington. 2018;; doi: Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Dropdown Menu input auto suggest filter your All ContentBy SocietyBulletin Advanced Abstract The 2016 Mw 7.8 Kaikōura earthquake caused widespread liquefaction significant ground movements in thick end‐dumped gravelly fills hydraulically placed dredged sandy Settlement 200–300 mm occurred throughout reclamation, settlement as large 400–600 near reclamation edges where lateral on order 0.5–1.5 m occurred, which turn damaged wharves structures. Ground motions damages port produced 2013 6.6 Cook Strait Lake Grassmere earthquakes are compared with those earthquake. documentation manifestations surveys followed comprehensive subsurface investigations performed after characterized different fill materials underlying marine sediments Alluvium layers, well key aspects port's seismic performance. cone penetration test data together grain‐size composition indicate finer sand–silt fractions well‐graded had a critical influence resistance performance during Key insights shared through examination case involving soils. You do not have access content, please speak institutional administrator if you feel should access.