@inproceedings{cacef5ce6e0a4ca6aea437b34dedc7be,
title = "Effect of soil replacement option on surface deflections for expansive clay profiles",
abstract = "In this paper the results of a stress-deformation parametric analysis are presented to show the effect of an artificial non-expansive replacement layer over an intact expansive soil on the heave at the surface. Finite element code SV Flux and SV Solid are used to perform the stress-deformation analysis. Climatic boundary conditions for a semi arid region are used. Significant decreases in the heave amount were noted, depending on the thickness and soil type of the replacement soil.",
author = "A. Bharadwaj and Sandra Houston and Houston, {W. N.} and Bruno Welfert and Walsh, {K. D.}",
year = "2013",
doi = "10.1201/b14393-86",
language = "English (US)",
isbn = "9780415620956",
series = "Advances in Unsaturated Soils - Proceedings of the 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013",
publisher = "Taylor and Francis - Balkema",
pages = "551--556",
booktitle = "Advances in Unsaturated Soils - Proceedings of the 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013",
note = "1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013 ; Conference date: 20-02-2013 Through 22-02-2013",
}