@inproceedings{003da1d7fd3a41158c56c472fa3328e8,
title = "Stress-strain behavior of and hyperbolic parameters for structured/cemented silts",
abstract = "Isotropically consolidated-drained triaxial compression tests were performed on undisturbed structured/cemented silt to gain a better understanding of the shear behavior of and hyperbolic stress-strain parameters for this material. The results show that the hyperbolic stress-strain parameters for the structured/cemented silt are anisotropic and differ significantly from the hyperbolic parameters developed for silt reconstituted at the field total unit weight and water. As the confining pressure in a triaxial compression test approaches the preconsolidation pressure, the effects of the structure/cementation are reduced due to bond breakage, and the structured/cemented silt exhibits a stress-strain behavior similar to that of reconstituted silt.",
author = "Stark, {Timothy D} and Ebeling, {Robert M.} and Daly, {Kenneth R.}",
year = "2000",
doi = "10.1061/40510(287)22",
language = "English (US)",
isbn = "9780784405109",
series = "Proceedings of Sessions of Geo-Denver 2000 - Advances in Unsaturated Geotechnics, GSP 99",
pages = "318--332",
booktitle = "Proceedings of Sessions of Geo-Denver 2000 - Advances in Unsaturated Geotechnics, GSP 99",
note = "Sessions of Geo-Denver 2000 - Advances in Unsaturated Geotechnics, GSP 99 ; Conference date: 05-08-2000 Through 08-08-2000",
}