Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers-Reference-Cited by-同舟云学术

Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers

Published:2022-06 Issue:6 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Wei¹,Kang Haibo¹,Li Na¹,Guo Jia²,Girma Deressa Yonatan¹,Liu Yong³

Affiliation:

1. School of Civil Engineering, Shaoxing Univ., Shaoxing, Zhejiang 312000, P.R. China.

2. State Key Lab Water Resources and Hydropower Engineering School, Wuhan Univ., Wuhan 430072, China (corresponding author).

3. State Key Lab Water Resources and Hydropower Engineering School, Wuhan Univ., Wuhan 430072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002376

Reference35 articles.

1. Improvement of geotechnical properties of sabkha soil utilizing cement kiln dust

2. Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil

3. Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber

4. Chegenizadeh, A., and H. Nikraz. 2011. “Effect of fibre content on compressive strength of reinforced soil.” In Proc., Int. Conf. on Advances in Geotechnical Engineering, 489–495. Perth, Australia: Dept. of Civil Engineering, Curtin Univ.

5. Mechanical properties soil stabilized with nano calcium carbonate and reinforced with carpet waste fibers

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