Interlaboratory Large-Scale Direct Shear Testing of Open-Graded Aggregates: Round One-Reference-Cited by-同舟云学术

Interlaboratory Large-Scale Direct Shear Testing of Open-Graded Aggregates: Round One

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
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Author:

Nicks Jennifer E.¹²¹,Gebrenegus Thomas¹²¹,Adams Michael T.¹²¹

Affiliation:

1. Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, VA.

2. High Performance Technologies, Inc., Turner-Fairbank Highway Research Center, McLean, VA.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483435.035

Reference11 articles.

1. Study of the Effects of Specimen Shape and Remoulding on Shear Strength Characteristics of Fine Alluvial Sand in Direct Shear Test;Altaf O.;Sci. Int.(Lahore),2016

2. Reproducibility of Direct Shear Tests Conducted on Granular Backfill Materials;Bareither C. A.;ASTM Geotechnical Testing Journal,2008

3. Specimen Size and Scale Effects of Direct Shear Box Tests of Sands;Cerato A.;ASTM Geotechnical Testing Journal,2006

4. Converse F. J. (1953). “The Use of the Direct Shear Testing Machine in Foundation Engineering Practice.” Symposium on Direct Shear Testing of Soils ASTM STP 131 American Society for Testing and Materials Philadelphia PA pp. 75–80.

5. The Effect of Scale Direct Shear Test on the Strength Parameters of Clayey Sand in Isfahan City, Iran

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