Effect of Density on the Pore Size and Pore Volume of Expansive Clays-Reference-Cited by-同舟云学术

Effect of Density on the Pore Size and Pore Volume of Expansive Clays

Published:2016-07-21 Issue: Volume: Page:
ISSN:
Container-title:Geo-China 2016
language:
Short-container-title:

Author:

Chittoori Bhaskar¹²³⁴,Moghal Arif Ali Baig¹²³⁴,Pedarla Aravind¹²³⁴,Al-Mahbashi A. M.¹²³⁴

Affiliation:

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

2. Associate Professor, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh 11421.

3. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

4. Researcher and Bugshan Research Chair in Expansive Soils, Dept. of Civil Engineering, College of Engineering, King Saud Univ., Riyadh 11421.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480083.023

Reference8 articles.

1. ASTM B822-02 Standard Test Method for Particle Size Distribution of Metal Powders and Related Compounds by Light Scattering ASTM West Conshohocken PA USA 2002.

2. Microstructures of different soil layers caused by the high-rise building group in Shanghai

3. The relationship between suction and swelling properties in a heavily compacted unsaturated clay

4. Pedarla A. Puppala A.J. and Hoyos L.R. (2013) "Swelling behavior of expansive clays incorporating clay mineralogy and pore size distribution via SWCC" Pan AM UNSAT 2013 - Advances in Unsaturated Soils pp-305-308 ISBN 978-0-415-62095-6

5. Biological Considerations in Geotechnical Engineering

Cited by 10 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

1. Diffusion capability of Cs-137 in compacted soil and bentonite under groundwater-saturated condition;Discover Environment;2024-04-15

2. Effect of Sample Size, Dry Unit Weight, and Hysteresis of Expansive Soil on SWCC and Finite Slope Stability;International Journal of Geosynthetics and Ground Engineering;2024-03-11

3. Indigenous Bacteria-Driven Eco-Friendly Soil Stabilization: A Bioinspired Approach Through Microbially Induced Calcite Precipitation for Sustainable Infrastructure Development;Indian Geotechnical Journal;2024-02-10

4. A Comparative Study of Various Parameters Influencing Biocalcification via Ureolysis Mediated by Enzyme and Microbe: A Comprehensive Review;Geomicrobiology Journal;2023-12-04

5. Diffusion Capability of Cs-137 in Compacted Soil and Bentonite Under Groundwater-saturated Condition;2023-06-16