Investigating the Effect of Quarry Dust Enhancement on Engineering Behavior of Expansive Soil Using MCDM
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-96682-9_3
Reference20 articles.
1. American society for testing and materials (2010) Test methods for liquid limit, plastic limit, and plasticity index of soils. https://doi.org/10.1520/D4318-17E01
2. American society for testing and materials (2012) Test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). https://doi.org/10.1520/D0698-12E02
3. American society for testing and materials (2013) Test method for unconfined compressive strength of cohesive soil. https://doi.org/10.1520/D2166_D2166M-13
4. American society for testing and materials (2014a) Test methods for one-dimensional swell or collapse of soils. https://doi.org/10.1520/D4546-14E01
5. American society for testing and materials (2014b) Test methods for specific gravity of soil solids by water pycnometer. https://doi.org/10.1520/D0854-14
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