Small-Strain Shear Moduli of Chemically Stabilized Sulfate-Bearing Cohesive Soils-Reference-Cited by-同舟云学术

Small-Strain Shear Moduli of Chemically Stabilized Sulfate-Bearing Cohesive Soils

Published:2006-03 Issue:3 Volume:132 Page:322-336
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Puppala Anand J.¹²³⁴,Kadam Rupesh¹²³⁴,Madhyannapu Raja S.¹²³⁴,Hoyos Laureano R.¹²³⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Box 19308, The Univ. of Texas at Arlington, Arlington, TX 76019 (corresponding author).

2. Dept. of Civil and Environmental Engineering, Box 19308, The Univ. of Texas at Arlington, Arlington, TX 76019; formerly, Graduate Research Assistant.

3. Doctoral Research Assistant, Dept. of Civil and Environmental Engineering, Box 19308, The Univ. of Texas at Arlington, Arlington, TX 76019.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Box 19308, The Univ. of Texas at Arlington, Arlington, TX 76019.

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%291090-0241%282006%29132%3A3%28322%29

Reference29 articles.

1. Effects of straining on shear modulus of clays;Anderson D. G.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1976

2. Analysis of Bender Element Tests

3. Technical note on the determination of tangent stiffness parameters from soil test data

4. Atkinson J. H. and Sallfors G. (1991). “Experimental determination of stress-strain-time characteristics in laboratory and in situ tests.” Proc. 10th ECSMFE Conf. Florence Italy Vol. 3 915–956.

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