Material Models for Rapid Turn-Around Design of Cement Stabilized Layers
Author:
Affiliation:
1. Dept. of Civil Engineering, Univ. of Texas at El Paso, El Paso, TX.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484357.027
Reference12 articles.
1. Geomechanical Properties of Lime Stabilized Clayey Sands;Arabani M.;The Arabian Journal for Science and Engineering,2007
2. Empirical Relationships with Unconfined Compressive Strength and Split Tensile Strength for the Long Term of a Lime-Treated Silty Soil,;Arrieta J.;Journal of Materials in Civil Engineering,2018
3. Relationships Between Mechanical Properties of Cement Stabilized Materials;Babic B.;Journal of Materials and Structures,1987
4. Determination of Fatigue Life of a Granular Base Material Lightly Stabilized with Slag Lime from Indirect Diametral Tensile Testing
5. Estimation of Subgrade Resilient Modulus for Fine-Grained Soil from Unconfined Compression Test
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