Improvements to Loose Soil

Nikolaos Alamanis, Ioannis Chouliaras


The terms loose, compressible or organic refer to the soils that comprise the surface layers of the soil, including soil, sludge, peat, organic soils, as well as soils that have come from land fillings with unconcentrated homogeneous or non-homogeneous materials. By the term improvement or strengthening of a soil material, be it natural or breakable, we mean the processing of this material which is aimed at improving its geotechnical properties (durability, erosion, compressibility, permeability, porosity, physical characteristics, mechanical properties etc.). Many degraded areas in terms of soil characteristics, are used for construction works, either due to a lack of space (peri-urban areas) or because of increased requirements for the geometric characteristics of large infrastructure projects. For the use of these soils, in such or other cases, methods of improving and enhancing their geotechnical properties are necessary to be used.


loose soils; soil retreats; consolidation methods; condensation; solidification; drainage; soil liquefaction.

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PETEP 02-01-02-00 Version 1.0 May 2006

Stavridakis IE (2003). Methods of soil improvement and enhancement, Polytechnic School of Aristotle University of Thessaloniki. Department of Rural and Surveying Engineering, 2003, p.61-67.

Kaltzios A. (2012). Improvement and reinforcement of soils. Ktirio Magazine issue 08/2012 p.81-86. Http://

Loupasakis K. (2016) Geological - geotechnical models of endogenous deformations. From field research to geotechnical simulation, NTUA School of Mining and Metallurgy Mines, Department of Geological Sciences, Laboratory of Technical Geology and Hydrogeology.

Loizos A. (1977). Soil Mechanics – Foundations, NTUA Publication, Volumes I, II, III.

PETEP 11-03-06-00 Version 1.0 May 2006.

Platis G. (2016). Geotechnical research and improvement of landfill sites. The case of the Integrated Waste Management System (IWMS) of Western Macedonia. Thesis. Supervising Professor Vigenopoulou Irini, TEI of Western Greece, Technical University of Athens, Department of Civil Engineering, Patra 2016.

Platis AD (2007). "Vertical Geosynthetic Drainage". 13/15 Workshop "Geotechnical Applications of Geosynthetic Materials", Athens, 11-1-2007, Athens.

Markou I. N. (2005), Improving – Strengthening soils with injections of milled fly ash suspensions. Proceedings of the 1st National Conference on Utilization of industrial By-products in construction, EBIPAR, Thessaloniki, 24-26 November 2005.

Anagnostopoulos Κ.Α., Grammatikopoulos Ι.Ν. (2005). Improvement of mechanical strength of clay-sand mixtures by the cooling method. 2nd Panhellenic Road construction Conference, Volos, 18-20 May 2005.p.1-8.

Giannis Christodoulias., Pan. Anagnostopoulos. Armed earth applications. Archimedes web magazine, p.1-26.εφαρμογές-οπλισμένης-γης.

Naskos A.N. (2007). Reinforced fills - Notes concerning the design, the construction and the analysis of the stability. Geotechnical Applications of Geosynthetic Materials, TEE, Athens, January 11, 2007.

Schizas I. (1994). Road construction

Pateniotis P. Geofoam-Infrastructure

Padadimitriou G. A. (2007). Improvement of seismically hazardous soils. GMEP Geotechnical Workshop: Volos, 14/5/2010.

Israel, RW (1982). Soil stabilization and Cold Mix Recycling. Published by Bomac Co., USA.


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