Effect of soil parameters on modulus of resilience based on portable falling weight deflectometer tests on lateritic sub-grade soils-Reference-Cited by-同舟云学术

Effect of soil parameters on modulus of resilience based on portable falling weight deflectometer tests on lateritic sub-grade soils

Published:2017-11-22 Issue:1 Volume:14 Page:55-61
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

George Varghese¹,Kumar Anil¹

Affiliation:

1. Department of Civil Engineering, National Institute of Technology Karnataka , Mangalore, India

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2017.1403075

Reference45 articles.

1. AASHTO . 1986. Standard Method for Testing Resilient Modulus (pp. 274–282). Washington, DC: AASHTO.

2. Factors Affecting Resilient Behavior of Subgrade Soils in Saudi Arabia

3. Burczyk, J. M. , K. Ksaibati , R. Anderson-Sprecher , and M. J. Farrar . 1994. Factors Influencing Determination of a Subgrade Resilient Modulus Value (Transportation Research Record 1462, 72–79). Washington, DC: TRB, National Research Council.

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