Author:
Candra Agata Iwan,Karisma Dwifi Aprillia,Ali Mahardi Kamalika Khusna,Hidiyati Evita Fitrianis
Publisher
Springer Nature Switzerland
Reference14 articles.
1. Arshad, M. (2019). Development of a correlation between the resilient modulus and CBR value for granular blends containing natural aggregates and RAP/RCA materials. Advances in Materials Science and Engineering, 2019. https://doi.org/10.1155/2019/8238904
2. ASTM International. (2005). Standard test method for CBR (California bearing ratio) of soils in place. ASTM Standardization Guidance, 04, 21–24. https://doi.org/10.1520/D1883-07E02
3. ASTM International. (2007). ASTM 698-07: Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM Standardization Guidance, 3, 15.
4. ASTM International. (2015). Standard test method for sieve analysis of fine and coarse aggregates (ASTM C 136-06). In Annual book of American Society for testing materials. ASTM Standards.
5. Deb, K., Sawant, V. A., & Kiran, A. S. (2010). Effects of fines on compaction characteristics of poorly graded sands. International Journal of Geotechnical Engineering, 4(2), 299–304. https://doi.org/10.3328/IJGE.2010.04.02.299-304