Assessment and development of empirical correlations between flat plate dilatometer and cone penetration tests for Auckland soils-Reference-Cited by-同舟云学术

Assessment and development of empirical correlations between flat plate dilatometer and cone penetration tests for Auckland soils

Published:2024-07-14 Issue: Volume: Page:1-19
ISSN:0028-8306
Container-title:New Zealand Journal of Geology and Geophysics
language:en
Short-container-title:New Zealand Journal of Geology and Geophysics

Author:

Zhou Hui¹²^ORCID,Wotherspoon Liam M.²,Stolte Andrew C.²^ORCID,Holtrigter Marco³

Affiliation:

1. School of Geosciences and Info-physics, Central South University, Changsha, People’s Republic of China

2. Department of Civil and Environmental Engineering, University of Auckland, Auckland, New Zealand

3. Ground Investigation Ltd, Auckland, New Zealand

Funder

Toka Tū Ake

University of Auckland

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/00288306.2024.2373081

Reference41 articles.

1. Adhikary TP. 2004. Coastal slope instability in Auckland and Northland. Proceeding of 9th Australia New Zealand Conference on Geomechanics Auckland New Zealand. p. 378–383.

2. ASTM. 2015. Standard test method for performing the flat plate dilatometer. ASTM Standard D6635-15. West Conshohocken (PA): ASTM International.

3. ASTM. 2020a. Standard test method for electronic friction cone and piezocone penetration testing of soils. ASTM Standard D5778-20. West Conshohocken (PA): ASTM International.

4. ASTM. 2020b. Standard practice for classification of soils for engineering purpose (unified soil classification system)1. ASTM Standard D2487-17ϵ1. West Conshohocken (PA): ASTM International.

5. Baldi G Bellotti R Ghionna V Jamiolkowski M Marchetti S Pasqualini E. 1986. Flat dilatometer tests in Calibration Chambers. Proceeding of In Situ ‘86 ASCE Special Conference on “Use of In Situ Tests in Geotechnical Engineering”. Virginia Tech Blacksburg. VA ASCE Geotechnical Special Publ. 6. p. 431–446.