Volume Change Consideration in Determining Unsaturated Soil Properties for Geotechnical Applications-Reference-Cited by-同舟云学术

Volume Change Consideration in Determining Unsaturated Soil Properties for Geotechnical Applications

Published:2016-12 Issue:6 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bani Hashem Elham¹,Houston Sandra L.²

Affiliation:

1. Dept. of Civil, Environmental and Sustainable Engineering, Arizona State Univ., 660 S. College Ave., Tempe, AZ 85281 (corresponding author).

2. Professor, Dept. of Civil, Environmental and Sustainable Engineering, Arizona State Univ., 660 S. College Ave., Tempe, AZ 85281

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000586

Reference17 articles.

1. Bani Hashem E. (2013). “Volume change consideration in determining appropriate unsaturated soil properties for geotechnical applications.” Ph.D. dissertation Arizona State Univ. Tempe AZ

2. Numerical procedure for simulating the two-phase flow in unsaturated soils with hydraulic hysteresis;Chen P.;Int. J. Geomech.,2015

3. Fredlund D. G. and Houston S. L. (2013). “Interpretation of soil-water characteristic curves when volume change occurs as soil suction is changed.” Proc. Pan-American Conf. on Unsaturated Soils Taylor and Francis Group London.

4. Fredlund D. G. Shuai F. and Feng M. (2000). “Increased accuracy in suction measurement using an improved thermal conductivity sensor.” Proc. 7th Int. Conf. on Tailings and Mine Waste Balkema Rotterdam The Netherlands 443–450.

5. Equations for the soil-water characteristic curve

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