Use of Lime Kiln Dust to Improve Properties of Pavement Subgrades

Author:

Kakrasul Jamal I.ORCID,Parsons Robert L.,Han Jie

Funder

Kansas Department of Transportation

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Reference25 articles.

1. Little DN (2008) Evaluation of Structural Properties of Lime Stabilized Soils and Aggregates. Available online: https://www.lime.org/documents/publications/free_downloads/soils-aggregates-vol1.pdf (accessed on July 2020).

2. Baldovino JA, Moreira EB, Teixeira W, Izzo RLS, Rose JL (2018) Effects of lime addition on geotechnical properties of sedimentary soil in Curitiba Brazil. J Rock Mech Geotech Eng 10(1):188–194. https://doi.org/10.1016/j.jrmge.2017.10.001

3. Toohey NM, Mooney MA, Bearce RG (2013) Stress-Strain-Strength Behavior of Lime-Stabilized Soils during Accelerated Curing. J Mat Civ Eng 25(12):7. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000749

4. Little DN, Nair S (2009) NCHRP W 144:Recommended Practice for Stabilization of Subgrade Soils and Base Materials. Transportation Research Board, Washington, D. C. https://doi.org/10.17226/22999.

5. Ismaiel HAH (2006) Treatment and Improvement of the Geotechnical Properties of Different Soft Fine-Grained Soils Using Chemical Stabilization. (Ph.D. Dissertation), The Martin-Luther-University Halle-Wittenberg, The Martin-Luther-University Halle-Wittenberg

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