Evaluation of strain and stress states of a compacted highly expansive soil using a thin-walled oedometer

Author:

Abbas Mohamed FaridORCID,Elkady Tamer Yehia,Al-Shamrani Mosleh Ali

Funder

King Saud University, Vice Deanship of Research Chairs

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Determination of swell potential of AI-Qatif clay;Abduljauwad;Geotech. Test. J.,1993

2. General report. Special problem soils;Alonso,1987

3. Modelling the mechanical behaviour of expansive clays;Alonso;Eng. Geol.,1999

4. The combined effect of clay and moisture content on the behavior of remolded unsaturated soils;Al-Shayea;Eng. Geol.,2001

5. Standard test methods for one–dimensional consolidation properties of soils using incremental loading;ASTM D2435–04,2004

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