Closure to “Third Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus,’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and H. B. Nagaraj”

Author:

Manafi Masoud S. G.1,Deng An2,Jaksa Mark B.2

Affiliation:

1. Research and Development Department, Civil Group (Aust), 50-54 Bennet Ave., Melrose Park, SA, 5039, Australia (Corresponding author), e-mail: manafigs@tcd.ie, https://orcid.org/0000-0002-5998-1478

2. School of Architecture and Civil Engineering, The University of Adelaide, N136, Engineering North Building, North Terrace Campus, Adelaide, SA, 5005, Australia, https://orcid.org/0000-0002-3897-9803 (A.D.), https://orcid.org/0000-0003-3756-2915 (M.B.J.)

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference20 articles.

1. ASTM International. 2014. Standard Terminology Relating to Soil, Rock, and Contained Fluids. ASTM D653-14. West Conshohocken, PA: ASTM International, approved August 1, 2014. https://doi.org/10.1520/D0653-14

2. ASTM International. 2016. Standard Test Method for Splitting Tensile Strength of Intact Rock Core Specimens. ASTM D3967-16. West Conshohocken, PA: ASTM International, approved December 27, 2016. https://doi.org/10.1520/D3967-16

3. An Apparatus for the Plastic Limit and Workability of Soils;Barnes;Geotechnical Engineering,2009

4. An Apparatus for the Determination of the Workability and Plastic Limit of Clays;Barnes;Applied Clay Science,2013

5. Barnes, G. E. “The Plastic Limit and Workability of Soils.” PhD diss., University of Manchester, 2013b.

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