Assessment of Resilient Modulus Testing Methods and Their Application to Design of Pavements

Danayak, Rajesh; Zaman, Musharraf; Laguros, Joakim G.

i

Assessment of Resilient Modulus Testing Methods and Their Application to Design of Pavements

1991-06-01
By Danayak, Rajesh ; Zaman, Musharraf ; Laguros, Joakim G.

File Language:

English

[PDF - 47.81 MB]

Details

Creators:

Danayak, Rajesh ; Zaman, Musharraf ; Laguros, Joakim G.
Corporate Creators:

University of Oklahoma, Norman
Corporate Contributors:

Oklahoma. Department of Transportation. Planning & Research Division ; United States. Department of Transportation. Federal Highway Administration
Subject/TRT Terms:
Publication/ Report Number:

FHWA/OK 91(08)
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

7-1-90 to 6-30-91
Corporate Publisher:

Oklahoma. Department of Transportation
Abstract:

Resilient modulus (RM) is an important property of subgrade soils that accounts for repetitive loads due to vehicular traffic. Since AASHTO recommended its use in pavement design in 1986, various transportation agencies have devised procedures for testing and evaluation Of RM. A comprehensive literature search was conducted in this study with two objectives in mind: (i) to obtain information on current practices pertaining to RM testing of subgrade soils; and (ii) to compile information pertaining to the collective experience of various agencies in correlating RM with other engineering soil properties.
Format:

PDF
Funding:

AGR 1112-90-2
Download URL:

https://rosap.ntl.bts.gov/view/dot/89269/dot_89269_DS1.pdf
File Type:

[PDF - 47.81 MB]
Collection(s):

US Transportation Collection
Main Document Checksum:

urn:sha-512:9ee84812484f97d7fb56beeb22d5bed44dde1af2364096630a5a1fc302c3a888f2eee7b4275698050c0fb71f88be2c9d39026288ca257d37c269d5587006e545

File Language:

English

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