Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer-Reference-Cited by-同舟云学术

Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer

Published:2023-07-25 Issue:1 Volume:47 Page:20220283
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Bakare Mayuresh Dhanraj¹,Shahu Jagdish Telangrao²,Patel Satyajit³

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, 110016, India (Corresponding author), e-mail: bakaremayuresh@gmail.com, https://orcid.org/0000-0001-7481-8225

2. Department of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi, 110016, India

3. Department of Civil Engineering, Sardar Vallabhbhai National Institute of Technology Surat, Dumas Rd., Surat, 395007, India

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference52 articles.

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2. AASHTO. 2015. Mechanistic-Empirical Pavement Design Guide: A Manual of Practice, 2nd ed. Washington, DC: American Association of State Highway and Transportation Officials.

3. Investigating Stress Dependency of Unbound Layers Using Falling-Weight Deflectometer and Resilient Modulus Tests;Ahmed;Geotechnical Testing Journal,2016

4. ASTM International. 2007. Standard Test Method for Measuring Deflections with a Light Weight Deflectometer (LWD) (Superseded). ASTM E2583-07(2020). West Conshohocken, PA: ASTM International, approved November 1, 2020. https://doi.org/10.1520/E2583-07R20

5. ASTM International. 2014. Standard Test Method for CBR (California Bearing Ratio) of Laboratory Compacted Soils. ASTM D1883-07. West Conshohocken, PA: ASTM International, approved November 15, 2007. https://doi.org/10.1520/D1883-07

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