A quantitative method of describing grain size distribution of soils and some examples for its applications

Author:

Erguler Zeynal Abiddin

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference53 articles.

1. Abbasoglu C (1971) Ion exchange process affecting swelling and other properties of Ankara clay. MSc. Thesis, METU, Civil Engineering Department, p 78

2. Al-Homoud AS, Al-Suleiman TI (1997) Loss in serviceability of pavements due to expansive clay subgrades. Environ Eng Geosci III(1):277–294

3. Al-Mhaidib AI (2006) Swelling behavior of expansive shale: a case study from Saudi Arabia. In: Al-Rawas AA, Goosen MFA (eds) Expansive soils: recent advances in characterization and treatment. Taylor and Francis––AA Balkema Publishers, The Netherlands, pp 273–287

4. ASTM D4546-90 (1996) Standard test methods for one-dimensional swell or swell settlement potential of cohesive soils. ASTM International, West Conshohocken

5. ASTM D422-63 (2007) Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken

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