Effect of Vertical Stress on the Soil Water Characteristic Curve of Highly Expansive Soils

Author:

Elkady Tamer Y.,Al-Mahbashi Ahmed M.

Publisher

Springer Berlin Heidelberg

Reference19 articles.

1. Abbaszadeh, M.M., Houston, S., Zapata, C., Houston, W., Welfert, B., Walsh, K.: Laboratory determination of soil-water characteristic curves for cracked soil. In: 5th International Conference on Unsaturated Soils, Barcelona, pp. 409–415. Taylor & Francis Group, London (2010)

2. Abduljuawad, S.N., Hameed, R.A., Al-Sulaimani, G.J., Basunbal, I.A., Safar, M.M.: Expansive soils in Eastern Province of Saudi Arabia. In: Proceedings of 7th International Conference on Expansive Soils, Dallas, TX, vol. 1, pp. 426–431 (1992)

3. Al-Shayea, N.: The combined effect of clay and moisture content on the behavior of remolded unsaturated soils. Engineering Geology 62, 319–342 (2001)

4. ASTM D4546, Standard Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils, West Conshohocken, PA (2008)

5. ASTM D6836-02, Standard Test Methods for Determination of the Soil Water Chararcteristic Curve for Desorption Using a Hanging Column, Pressure Extractor, Chilled Mirror Hygrometer, and/or Centrifuge, vol. 15.09, Annual book of ASTM Standards, West Conshohocken, PA (2008)

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