Closure to “Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests” by Zhongkun Ouyang and Paul W. Mayne-Reference-Cited by-同舟云学术

Closure to “Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests” by Zhongkun Ouyang and Paul W. Mayne

Published:2020-09 Issue:9 Volume:146 Page:07020015
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ouyang Zhongkun¹^ORCID,Mayne Paul W.²^ORCID

Affiliation:

1. Instructor of Geotechnical Engineering, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

2. Professor, Geosystems Group, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002340

Reference8 articles.

1. An attempt to monitor pore pressure changes in a block sample during and after sampling

2. Janbu N. and K. Senneset. 1974. “Effective stress interpretation of in-situ static penetration tests.” In Vol. 2 of Proc. 1st European Symp. on Penetration Testing 181–193. Stockholm Sweden: Swedish Geotechnical Society.

3. Estimation of intact and remoulded undrained shear strengths from penetration tests in soft clays

4. Mayne P. W. P. Paniagua J.-S. L’heureux A. Lindgård and A. Emdal. 2019. “Analytical CPTu model for sensitive clay at Tiller-Flotten site Norway.” In Proc. XVII ECSMGE: Geotechnical Engineering Foundation of the Future. Reykjavik Iceland: Icelandic Geotechnical Society.

5. Effective friction angle of clays and silts from piezocone penetration tests