Compacted High‐Gravel‐Content Subgrade Materials-Reference-Cited by-同舟云学术

Compacted High‐Gravel‐Content Subgrade Materials

Published:1994-03 Issue:2 Volume:120 Page:193-205
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Houston William N.¹,Houston Sandra L.²,Walsh Kenneth D.³

Affiliation:

1. Prof., Dept. of Civ. Engrg., Arizona State Univ., Tempe, AZ 85287

2. Assoc. Prof., Dept. of Civ. Engrg., Arizona State Univ., Tempe, AZ

3. Staff Geotech. Engr., Thomas‐Hartig and Associates, 7031 W. Oakland St., Chandler, AZ 85226

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281994%29120%3A2%28193%29

Reference10 articles.

1. Relative Compaction of Fill Having Oversize Particles

2. Donaghe R. T. and Townsend F. C. (1976). “Scalping and replacement effects on the compaction characteristics of earth‐rock mixtures.” Soil specimen preparation for laboratory testing ( ASTM STP 599 ) American Society for Testing and Materials Philadelphia Pa. 348–377.

3. Holtz W. G. and Lowitz C. A. (1957). “Compaction characteristics of gravelly soils.” Earth Laboratory Report No. 509 U.S. Bureau of Reclamation Denver Colo. Sept.

4. Laboratory versus Nondestructive Testing for Pavement Design

5. Methods of evaluating the expansion potential of compacted soils with significant fractions of large aggregate;Houston S. L.;Geotech. Test. J.,1987

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