Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity

Author:

Yilmaz Işık

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. The factors controlling the expansive nature of the soils and rocks of northern Oman;Al-Rawas;Engineering Geology,1998

2. Discussion of engineering properties of expansive clays;Altmeyer;Journal of the Soil Mechanics and Foundations Division, American Society of Testing and Materials,1955

3. Fuzzy model fort he prediction of unconfined compressive strength of rock samples;Alvarez Grima;International Journal of Rock Mechanics and Mining Sciences,1999

4. ASTM, 1994. Soil and Rock: Sec. 4, V. 04.08, American Society for Testing and Materials, Designation: D-4546.

5. The measurement of cation exchange capacity of soils;Bache;Journal of the Science of Food and Agriculture,1976

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