Diffused Double-Layer Swell Prediction Model to Better Characterize Natural Expansive Clays-Reference-Cited by-同舟云学术

Diffused Double-Layer Swell Prediction Model to Better Characterize Natural Expansive Clays

Author:

Puppala Anand J.¹,Pedarla Aravind²,Pino Alejandro³,Hoyos Laureano R.⁴

Affiliation:

1. Distinguished Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019 (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019.

3. Geotechnical Engineer, PSI, Inc., 310 Regal Row, #500, Dallas, TX 75247.

4. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

Reference28 articles.

1. MATLAB [Computer software]. MathWorks Natick MA.

2. Study on the performance of calcareous expansive clay;Abduljauwad S. N.;Bull. Assoc. Eng. Geol.,1993

3. ASTM. (2008). “Standard test methods for one-dimensional swell or collapse of soils.” ASTM D4546-08 West Conshohocken PA.

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