The Shear Strength of “Tunable” Clay-Polymer Composite under Various Ionic Concentrations-Reference-Cited by-同舟云学术

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The Shear Strength of “Tunable” Clay-Polymer Composite under Various Ionic Concentrations

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
language:
Short-container-title:

Author:

Halder Bijoy K.¹¹,Palomino Angelica M.¹¹

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 423 John D. Tickle Bldg., Knoxville, TN 37996.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480151.007

Reference34 articles.

1. Abramova L. Baiburdov T. Grigoryan E. Zil'berman E. Kurenkov V. and Myagchenkov V. (1992). "Polyacrylamide." Khimiya Moscow.

2. ASTM D422-63(2007)e2 (2007). "Standard Test Method for Particle-Size Analysis of Soils." ASTM International West Conshohocken PA.

3. ASTM D854-14 (2014). "Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer." ASTM International West Conshohocken PA.

4. ASTM D4767-11 (2011). "Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils." ASTM International West Conshohocken PA.

5. The effect of non-uniform pore pressures on laboratory measurements of the shear strength of soils;Blight G. E.;ASTM Special Technical Publication, (361),1963

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