Evaluation of Swell Behavior of Expansive Clays from Internal Specific Surface and Pore Size Distribution-Reference-Cited by-同舟云学术

Evaluation of Swell Behavior of Expansive Clays from Internal Specific Surface and Pore Size Distribution

Author:

Pedarla Aravind¹,Puppala Anand J.²,Hoyos Laureano R.³,Chittoori Bhaskar⁴

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019.

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

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019.

4. Assistant Professor, Dept. of Civil Engineering, Boise State Univ., Boise, ID 83725.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

Reference28 articles.

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

2. ASTM. (2014). “Standard test methods for one-dimensional swell or collapse of soils.” ASTM D4546 West Conshohocken PA.

4. Determination of surface area of fine grained soils by the ethylene (EGME) method;Cerato A. B.;Geotech. Test. J.,2002

Cited by 25 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献