Large-size aggregates for road construction—a review of standard specifications and test methods
Author:
Funder
Statens vegvesen
Norges Forskningsråd
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-019-01683-z.pdf
Reference55 articles.
1. Al Rousan TM (2005) Characterization of aggregate shape properties using a computer automated system. Doctoral dissertation, Texas A&M University. http://hdl.handle.net/1969.1/1485
2. ASTM C131/C131M-14 (2014) Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles Machine. doi: https://doi.org/10.1520/C0131_C0131M-14
3. ASTM C535–16 (2016) Standard test method for resistance to degradation of large-size coarse aggregate by abrasion and impact in the Los Angeles Machine. doi: https://doi.org/10.1520/C0535-16
4. Barrett PJ (1980) The shape of rock particles, a critical review. Sedimentology 27:291–303. https://doi.org/10.1111/j.1365-3091.1980.tb01179.x
5. Benediktsson S (2015) Effects of particle shape on mechanical properties of aggregates. Master’s thesis, NTNU - Norwegian University of Science and Technology. https://ntnuopen.ntnu.no/ntnu-xmlui/handle/11250/2350432
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