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Title: RESILIENT MODULUS MEASUREMENT OF FINE-GRAINED SUBGRADE SOILS
Accession Number: 00781458
Record Type: Component
Record URL: Availability: Transportation Research Board Business Office 500 Fifth Street, NW Find a library where document is available Abstract: The effects of several variables that may influence the resilient modulus of fine-grained subgrade soils have been studied using two different soils. The number of load applications, the rest period, and the load sequence are shown to have no significant effect on the measured resilient modulus. It is also demonstrated that confining pressure in the range of 0 to 69 kPa (0 to 10 psi) has less than a 5% effect on the measured resilient modulus of the investigated soils. However, the condition of specimen ends is shown to influence the measured resilient modulus. A comparison between the measured resilient modulus for both soils using impact and kneading compaction methods is also presented.
Supplemental Notes: This paper appears in Transportation Research Record No. 1687, Geotechnical Aspects of Pavements.
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Muhanna, A SRahman, M SLambe, P CPagination: p. 3-12
Publication Date: 1999
Serial: ISBN: 0309071143
Features: Figures
(10)
; References
(21)
; Tables
(3)
TRT Terms: Uncontrolled Terms: Subject Areas: Geotechnology; Highways; I42: Soil Mechanics
Files: TRIS, TRB, ATRI
Created Date: Jan 7 2000 12:00AM
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