Effect of Synthetic Geotextile on Stabilization of Expansive Subgrades: Experimental Study-Reference-Cited by-同舟云学术

Effect of Synthetic Geotextile on Stabilization of Expansive Subgrades: Experimental Study

Published:2021-10 Issue:10 Volume:33 Page:04021273
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tiwari Nitin¹,Satyam Neelima²^ORCID,Puppala Anand J.³^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Technology, Indore, Indore 452020, India.

2. Associate Professor and Head, Dept. of Civil Engineering, Indian Institute of Technology, Indore, Indore 452020, India (corresponding author). ORCID: .

3. A.P. and Florence Wiley Chair Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77840. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0003901

Reference73 articles.

1. Effect of Soil Moisture Content and Dry Density on Cohesive Soil–Geosynthetic Interactions Using Large Direct Shear Tests

2. Assessment of Guar Gum Biopolymer Treatment toward Mitigation of Desiccation Cracking on Slopes Built with Expansive Soils

3. Soil modification by addition of cactus mucilage

4. Results of direct shear tests on geotextile reinforced cohesive soil

5. Ayyar T. R. N. R. Krishnaswamy and B. V. S. Viswanadham. 1989. “Geosynthetics for foundations on a swelling clay.” In Proc. Int. Workshop on Geotextiles 176–180. New Delhi India: Central Board for Irrigation and Power.

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