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http://uknowledge.uky.edu/cgi/viewcontent.cgi?article=2130&context=ktc_researchreports
This second point on the soil support scale was established and arbitrarily assigned a value of 10. A linear scale was assumed between the soil support values of 3 and I 0 and extended to I. The Road Test scheme did not specify a test method for determining soil support capacity of a given soil.
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://wisconsindot.gov/rdwy/fdm/fd-14-10.pdf
S = Soil Support Value (refer to Soils Report) Figure 10.1 HMA Pavement design equation 10.3 Design Thickness HMA pavement layers should be designed to the nearest ¼-inch. 10.4 Structural Layer Coefficients The terms “structural layer coefficients,” “layer coefficients,” and “strength coefficients” are used interchangeably.
http://cecalc.com/References/AASHTO%20Pavement%20Design.pdf
c. Loss of support factor (LS) – LS is included in the design of rigid pavements to account for the potential loss of support arising from subbase erosion and/or differential vertical soil movement. Typical ranges of LS for various types of base materials. Type of Material
https://www.fhwa.dot.gov/engineering/geotech/pubs/05037/ab.cfm
Soil Support. The group index value is used as a general guide to the load bearing characteristics of a soil. It is a function of the liquid limit, plasticity index, and the amount of material passing the No. 200 sieve. Zero indicates good subgrade material, whereas a group index value of 20 or more indicates a poor subgrade material. ...Phone: (202) 366-1554
https://link.springer.com/referenceworkentry/10.1007/978-3-642-41714-6_195415
Aug 24, 2014 · soil support value, SSV Bodentragwert m
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