An insight into time rate of consolidation
Lovisa, Julie (2012) An insight into time rate of consolidation. PhD thesis, James Cook University.

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Abstract
Terzaghi's elegant theory of onedimensional consolidation is dependent upon a number of assumptions which can, at times, severely limit the predictive capabilities of the resulting analytical model. Although other more complex models exist, Terzaghi's onedimensional model remains popular amongst practicing engineers due to its inherent simplicity and notoriety. The purposes of this study have been to explore key aspects of Terzaghi's consolidation theory, and extend the analytical solution to incorporate a variety of loading scenarios that may give rise to nonuniform distributions of excess pore water pressure. To do this, Terzaghi's consolidation equation was solved within the program MATLAB using a collocation approach to solve for series coefficients, instead of the more traditional orthogonality approach. A novel truncation technique was also employed in cases where discontinuities were present in the initial condition, which would have otherwise elicited Gibbs phenomena, an undesirable trait of series solutions.
By varying the initial condition in the MATLAB program, the consolidation behaviour of a soil subjected to a variety of different initial excess pore water pressure (uᵢ) distributions was analysed in terms of excess pore water pressure decay and percentage consolidation settlement. These simulations were conducted for both singly and doubly drained soil layers. In many singly drained cases, the excess pore water pressure within the soil layer decayed in a peculiar fashion, where a 'redistribution' of pore pressure occurred during the early stages of consolidation.
When viewing consolidation behaviour in terms of percentage consolidation (U), it was easily shown that any reference to drainage path length (H(d)ᵣ) should be avoided. In fact, continuing to use the traditional expression for time factor (T) in terms of H(d)ᵣ can actually complicate analyses. Instead, T should be expressed in terms of layer thickness (H) only. By adopting this alternative time factor expression, a relationship between the consolidation behaviour due to uniform and nonuniform uᵢdistributions was developed. This relationship utilised the knowledge that after some short time during consolidation, any skewness attributed to the nonuniform uᵢdistribution will disappear, and the decay of excess pore water pressure with depth will revert to a sinusoidal or halfsinusoidal shape, for doubly or singly drained cases, respectively. Correction factors were then developed so that the widely available U T values can be easily adjusted to account for any nonuniform uᵢdistribution.
Currently, some form of Terzaghi's consolidation theory is also used to analyse laboratory timesettlement data so that important consolidation properties such as the coefficient of consolidation (cᵥ) can be backcalculated. The efficacy of some of the more popular curvefitting techniques when applied to different soil types was assessed using a new cᵥ  calculation procedure which steers away from traditional curvefitting procedures and instead takes advantage of the matrix manipulation capabilities of MATLAB. It was found that this proposed method and Taylor's squareroot of time method yielded the most accurate values of cᵥ. Previously restricted to data obtained from a uniform uᵢdistribution, the Taylor and Casagrande curvefitting techniques were also generalised to account for a variety of nonuniform uᵢdistributions. Two of these modified procedures (a singly/doubly drained layer subjected to a sinusoidal uᵢdistribution) were also experimentally verified.
It was also shown that the traditional restrictions associated with consolidation oedometers are not as inflexible as previously assumed. Currently, standard practice requires the height to diameter ratio of a consolidating sample to remain less than 0.4 to avoid any effect of wall friction. However, results suggest that data obtained from a 'tall' oedometer with a height as much as twice its diameter can still be analysed using conventional curvefitting techniques.
Finally, the effects of timedependent loading were investigated using two approaches; a constantrate loading approach, and a discretised loading approach, which more closely models the stepped nature of fill application in the field. It was found that for T increments less than 0.0143, the discretised loading approach effectively became a constantrate loading problem, an inference that was also experimentally verified.
Item ID:  40012 

Item Type:  Thesis (PhD) 
Keywords:  consolidation; geotechnical engineering; pore pressure; soils; Terzaghi; Terzaghi’s consolidation theory; time rate 
Additional Information:  Publications arising from this thesis are available from the Related URLs field. The publications are: Lovisa, Julie, Read, Wayne, and Sivakugan, Nagaratnam (2010) Consolidation behaviour of soils subjected to asymmetric initial excess pore pressure distributions. International Journal of Geomechanics, 10 (5). pp. 181189. Lovisa, Julie, Read, Wayne, and Sivakugan, Nagaratnam (2012) Consolidation behavior of soils subjected to asymmetric initial excess pore pressure distributions with oneway drainage. International Journal of Geomechanics, 12 (3). pp. 318322. Lovisa, Julie, Read, Wayne, and Sivakugan, Nagaratnam (2011) A critical reappraisal of the average degree of consolidation. Geotechnical and Geological Engineering, 29 (5). pp. 873879. Hanna, Daniel, Sivakugan, Nagaratnam, and Lovisa, Julie (2013) Simple approach to consolidation due to constant rate loading in clays. International Journal of Geomechanics, 13 (2). pp. 193196. Lovisa, Julie, Read, Wayne, and Sivakugan, Nagaratnam (2013) Time factor in consolidation: critical review. International Journal of Geomechanics, 13 (1). pp. 8386. Lovisa, Julie, and Sivakugan, Siva (2013) An indepth comparison of cv values determined using common curvefitting techniques. Geotechnical Testing Journal, 36 (1). pp. 110. Lovisa, Julie, and Sivakugan, Nagaratnam (2015) Tall oedometer testing: method to account for wall friction. International Journal of Geomechanics, 15 (2). pp. 19. Sivakugan, Nagaratnam, Lovisa, Julie, Ameratunga, Jay, and Das, Braja M. (2014) Consolidation settlement due to ramp loading. International Journal of Geotechnical Engineering, 8 (2). pp. 191196. 
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Date Deposited:  12 Aug 2015 22:20 
FoR Codes:  09 ENGINEERING > 0905 Civil Engineering > 090501 Civil Geotechnical Engineering @ 100% 
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