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http://uknowledge.uky.edu/cgi/viewcontent.cgi?article=2130&context=ktc_researchreports
The Road Test scheme did not specify a test method for determining soil support capacity of a given soil. However, some means to correlate the hypothetical soil support values (S) and strength values resulting from a selected test method would be desireable. Correlation of Kentucky CBR's and soil support values was the main concern of this study.
https://uknowledge.uky.edu/ktc_researchreports/989/
Abstract. Three slightly different correlations between Kentucky CBR's and the AASHO Road Test soil support values were developed. The first relationship was made by assuming a logarithmic scale between Kentucky CBR's of 5.2 and 100, which corresponded to values on …Cited by: 8
https://trid.trb.org/view.aspx?id=119464
relationship between soil support value and kentucky cbr. three slightly different correlations between kentucky cbr's and the aasho road test soil support values were developed. the first and second relationships were made by assuming a logarithmic scale between kentucky cbr's of (1) 5.2 and 100 and (2) 5.2 and 90, which corresponded to values ...Cited by: 8
https://pavementinteractive.org/reference-desk/design/design-parameters/subgrade/
The “subgrade” is the in situ material upon which the pavement structure is placed. Although there is a tendency to look at pavement performance in terms of pavement structure and mix design alone, the subgrade can often be the overriding factor in pavement performance.
https://www.fhwa.dot.gov/engineering/geotech/pubs/05037/05b.cfm
Figure 5-13. Schematic of stabilometer test setup for measuring R-value (Yoder and Witczak, 1975). 5.4.3 Elastic (Resilient) Modulus. Pavement thickness design prior to the 1986 AASHTO Design Guide was based on experience, soil classification, and the plastic response of pavement materials to static load, e.g., Marshall stability for asphalt concrete and CBR for unbound materials.Phone: (202) 366-1554
https://scholarspace.manoa.hawaii.edu/bitstream/handle/10125/20481/M.S.Q111.H3_4022_r.pdf?sequence=2
parameters such as resilient modulus, soil support value or modulus of subgrade reaction. CBR, R-value and index tests were performed on tropical residual soils from four locations on the island of Oahu in the state of Hawaii. Based on the test results, five
https://www.cbrtesting.com/california-bearing-ratio-typical-values/
What are the typical CBR values? The harder the material, the higher the CBR value. A CBR value of 2% is usually found for clay, high-quality sub-base will have CBR values between 80% and 100%, and some sands may have values around 10%. The CBR testing can …
https://pdfs.semanticscholar.org/854d/b18ceee21a3402c5e2998b36276c0a4f0d16.pdf
A Study of Correlation Between California Bearing Ratio (CBR) Value With Other Properties of Soil Dr. 1Dilip Kumar Talukdar 1Lecturer, Civil Engineering Department, Nowgong Polytechnic, Nagaon, Assam. India. 782001. Abstract--California Bearing Ratio (CBR) value is an important soil parameter for design of flexible pavements
https://www.researchgate.net/publication/325910527_Correlation_of_California_Bearing_Ratio_CBR_Value_with_Soil_Properties_of_Road_Subgrade_Soil
Correlation of California Bearing Ratio (CBR) Value with Soil Properties of Road Subgrade Soil Article (PDF Available) in Geotechnical and Geological Engineering · June 2018 with 7,371 Reads
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