Fines Classification Based on Sensitivity to Pore-Fluid Chemistry-Reference-Cited by-同舟云学术

Fines Classification Based on Sensitivity to Pore-Fluid Chemistry

Published:2016-04 Issue:4 Volume:142 Page:06015018
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jang Junbong¹,Carlos Santamarina J.²

Affiliation:

1. Postdoctoral Fellow, Earth Science and Engineering, Building 5, King Abdullah Univ. of Science and Technology (KAUST), Thuwal 23955-6900, Saudi Arabia (corresponding author).

2. Professor, Earth Science and Engineering, Building 5, King Abdullah Univ. of Science and Technology (KAUST), Thuwal 23955-6900, Saudi Arabia.

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.1943-5606.0001420

Reference101 articles.

1. Pore fluid effects on the fabric and hydraulic conductivity of laboratory-compacted clay;Acar Y. B.;Transp. Res. Rec.,1989

2. ASTM. (2005). “Standard test methods for liquid limit plastic limit and plasticity index of soils.” ASTM D4318 West Conshohocken PA.

3. ASTM. (2010). “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass.” ASTM D2216 West Conshohocken PA.

4. ASTM. (2011). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487 West Conshohocken PA.

5. A plasticity chart as an aid to the identification and assessment of industrial clays

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