Definition
- 1.
In Soil Mechanics (Engineering): Time-dependent volumetric change of a soil in response to increased loading, involving squeezing of water from the pores, decreasing volume, and increasing effective stresses
- 2.
In Geology (Scientific): Process or processes whereby loose, soft, or molten earth materials become firm and coherent (Holtz et al. 2011; Herrmann and Bucksch 2014).
The engineering definition of consolidation is followed here.
Consolidation Process
During consolidation of a fully saturated soil, an isotropic stress state starts when an increase in total pressure (Δ σ 0) is applied to a soil volume that was initially at equilibrium under the in situ stress state (σ 0) and pore water pressure (u 0). The increase in total stress is assumed to be initially transferred as an increase in pore pressure (Δu t=0) (Fig. 1). This increase in pore pressure dissipates over time at a rate that is inversely proportional to the soil’s hydraulic conductivity. Dissipation of this...
Bibliography
Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164
Fredlund DG, Rahardjo H, Fredlund MD (2012) Unsaturated soil mechanics in engineering practice. Wiley, Hoboken, p 944
Herrmann H, Bucksch H (2014) Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer, Berlin, p 1549
Holtz RD, Kovacs WD, Sheahan TC (2011) An introduction to geotechnical engineering, 2nd edn. Pearson Education, New Jersey, p 863
Terzaghi K, Peck RB (1960) Soil mechanics in engineering practice. Wiley. 11th Printing, p 566
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Macciotta, R. (2016). Consolidation. In: Bobrowsky, P., Marker, B. (eds) Encyclopedia of Engineering Geology. Encyclopedia of Earth Sciences Series. Springer, Cham. https://doi.org/10.1007/978-3-319-12127-7_68-1
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DOI: https://doi.org/10.1007/978-3-319-12127-7_68-1
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