Resilient modulus of laboratory compacted Indiana soils

Nihal C. Bohra; Woojin Lee; Adolph G. Altschaeffl; Thomas D. White

Resilient modulus of laboratory compacted Indiana soils

Nihal C. Bohra, Woojin Lee, Adolph G. Altschaeffl, Thomas D. White

Research output: Contribution to conference › Paper

Abstract

The resilient modulus (M_g) test is used to determine the elastic characteristics of subgrade soils under repeated loading. This paper reports the results of the test conducted on five Indiana soils over the range of moisture and density of the respective compaction curves. Influence of various factors, including fabric (structure) of compacted soil on the M_g is discussed.

Original language	English
Pages	42/1-42/10
Publication status	Published - 1992 Dec 1
Externally published	Yes
Event	Proceedings of the 45th Canadian Geotechnical Conference - Toronto, Ont, Can Duration: 1992 Oct 26 → 1992 Oct 28

Other

Other	Proceedings of the 45th Canadian Geotechnical Conference
City	Toronto, Ont, Can
Period	92/10/26 → 92/10/28

ASJC Scopus subject areas

Engineering(all)

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Bohra, N. C., Lee, W., Altschaeffl, A. G., & White, T. D. (1992). Resilient modulus of laboratory compacted Indiana soils. 42/1-42/10. Paper presented at Proceedings of the 45th Canadian Geotechnical Conference, Toronto, Ont, Can, .

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author = "Bohra, {Nihal C.} and Woojin Lee and Altschaeffl, {Adolph G.} and White, {Thomas D.}",

year = "1992",

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AU - Bohra, Nihal C.

AU - Lee, Woojin

AU - Altschaeffl, Adolph G.

AU - White, Thomas D.

PY - 1992/12/1

Y1 - 1992/12/1

N2 - The resilient modulus (Mg) test is used to determine the elastic characteristics of subgrade soils under repeated loading. This paper reports the results of the test conducted on five Indiana soils over the range of moisture and density of the respective compaction curves. Influence of various factors, including fabric (structure) of compacted soil on the Mg is discussed.

AB - The resilient modulus (Mg) test is used to determine the elastic characteristics of subgrade soils under repeated loading. This paper reports the results of the test conducted on five Indiana soils over the range of moisture and density of the respective compaction curves. Influence of various factors, including fabric (structure) of compacted soil on the Mg is discussed.

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T2 - Proceedings of the 45th Canadian Geotechnical Conference

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