Resilient behavior of compacted subgrade soils under the repeated triaxial test-Reference-Cited by-同舟云学术

Resilient behavior of compacted subgrade soils under the repeated triaxial test

Published:2007-07 Issue:7 Volume:21 Page:1470-1479
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Kim Daehyeon,Kim Jong Ryeol

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Mohammad LN, Titi HH, Herath A. Intrusion technology: An innovative approach to evaluate resilient modulus of subgrade soils, Geotechnical Special Publication No. 85, ASCE; 1998. p. 39–58.

2. Elliot RP, Thornton SI. Simplification of subgrade resilient modulus testing. Transportation Research Record, 1192, TRB. Washington DC: National Research Council, 1988. p. 1–7.

3. Elliot RP, Thornton SI. Resilient modulus and AASHTO pavement design. Transportation research record, 1196, TRB. Washington DC: National Research Council, 1988. p. 1–7.

4. Ping WV, Yang Z, Liu C, Dietrich B. Measuring resilient modulus of granular materials in flexible pavements, transportation research record, 1778, TRB. National Research Council, Washington DC, 2001. p. 81–90.

5. Estimation of subgrade resilient modulus from standard tests;Drumm;J Geotech Geoenviron Eng ASCE,1997

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