Abstract
Fine clayey soils with a poor rating have the tendency to swell and shrink due to the absorption of water and drying out effect. Mixing those marginal soils with lime will immediately dry out and modify the soil by flocculation, resulting in a reduction in the plasticity index and switching fine clayey soils, which are difficult to handle, into friable and granular particles which are much easier to work and compact. Pozzolanic reactions between clay, soil water and lime will increase the bearing capacity of compacted layers gradually, and result in flexible structural layers situated in subgrade till top of capping layer for large-sized earthworks of civil engineering projects. This technology of soil recycling in situ is recognized as an economical and sustainable methodology.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
AASHTO M 145: Standard specifications for classification of soils and soil-aggregate mixtures for highway construction purposes
AASHTO T 222 and ASTM D 1196: standard method of test for nonrepetitive static plate load test of soils and flexible pavement components, for use in evaluation and design of airport and highway pavements
AFNOR NF 94-055: Détermination de la teneur pondérale en matières organiques d’un sol - méthode chimique
AssociazioneLaboratori di Ingegneria e Geotecnica (Italy) (2013) QuaderniTecnici A.L.I.G. n°3, October 2013
ASTM D3282: Standard practice for classification of soils and soil-aggregate mixtures for highway construction purposes
ASTM D6276 - 99a(2006)e1: Standard test method for using ph to estimate the soil-lime proportion requirement for soil stabilization
EN 459-1: building lime
EN 459-2: building lime—test methods
EN14227-11: Hydraulically bound mixtures—specifications—Part 11: soil treated by lime
EN 13286-2: Unbound and hydraulically bound mixtures—Part 2: test method for the determination of the laboratory reference density and water content—proctor compaction
EN 13286-41: Unbound and hydraulically bound mixtures—Part 41: test method for the determination of the compressive strength of hydraulically bound mixtures
EN 13286-47: Unbound and hydraulically bound mixtures. Test method for the determination of California bearing ratio, immediate bearing index and linear swelling
EN 13286-50: Unbound and hydraulically bound mixtures—Part 50: Methods for making test specimens using proctor equipment or vibrating table compaction
Fediex, Section Lime, Soil treatment using lime. www.chauxflash.be
Little DN (1995) Stabilization of pavement subgrades and base courses with lime. Kendall/Hunt Publishing Company, Dubuque, Iowa 52002
Little DN, Shafee Yusuf FAM (2001) Example problem illustrating the application of the National Lime Association Mixture Design and Testing Protocol (MDTP). www.lime.org. September 2001
National Lime Association, Lime Treated Soils save Money & Time. www.lime.org (2005)
National Lime Association, Mixture Design and Testing Procedures, for Lime Stabilized Soil. www.lime.org. October 2006
Service d’Etudes techniques des routes et autoroutes SETRA - Guide Technique – Traitement des sols à la chaux et/ou aux liants hydrauliques, République Française, Ministère de l’Ecologie du Développement et de l’Aménagement, septembre 2007
UNI 8520 Parte 11: Determinazione del contenuto in Solfati
Acknowledgements
We would like to thank Prof. Gabriele Tebaldi, P.E, Ph.D., University of Parma (Italy), Department of Civil and Environmental Engineering and Architecture Road & Transport Section, for support to realize this paper.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Denayer, C.J.E., Kumar, A., Soporan, L.C. (2019). Soil Treatment with Lime for Earthworks: An Economical and Sustainable Solution. In: Sundaram, R., Shahu, J., Havanagi, V. (eds) Geotechnics for Transportation Infrastructure. Lecture Notes in Civil Engineering , vol 28. Springer, Singapore. https://doi.org/10.1007/978-981-13-6701-4_13
Download citation
DOI: https://doi.org/10.1007/978-981-13-6701-4_13
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-6700-7
Online ISBN: 978-981-13-6701-4
eBook Packages: EngineeringEngineering (R0)