Discussion of “Performance of Stiffened Slab-on-Grade Foundation on Shrink-Swell Soils: Case Study of the Ellison Office Building, College Station, Texas” by Remon Abdelmalak and Jean-Louis Briaud
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Volume 32, Issue 2
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References
Abdelmalak, R. (2007). “Soil structure interaction for shrink-swell soils—A new design procedure for foundation slabs on shrink-swell soils.” Ph.D. dissertation, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX.
Briaud, J. L., Abdelmalak, R., and Zhang, X. (2004). Stiffened slabs on grade on shrink-swell soils lecture, Texas A&M Univ., College Station, TX.
Institution of Civil Engineers. (1983). Géotechnique, Vol. 33(2), London.
Nelson, E. J., Chao, K. C., Nelson, J. D., and Overton, D. D. (2016). “Lessons learned from foundation and slab failures on expansive soils.” J. Perform. Constr. Facil., D4016008.
Nelson, J. D., and Miller, D. J. (1992). Expansive soils—Problems and practice in foundation and pavement engineering, Wiley, New York.
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Journal of Performance of Constructed Facilities
Volume 32 • Issue 2 • April 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Apr 29, 2017
Accepted: Jun 9, 2017
Published online: Feb 8, 2018
Published in print: Apr 1, 2018
Discussion open until: Jul 8, 2018
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Managing Director, GAEA Engineering Ltd., 33 Ashby Field Rd., Brampton, ON, Canada L6X 0R4. E-mail: [email protected]
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