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Modeling Aggregate Internal Pressure Evolution following Immersion to Quantify Mechanisms of Structural Stability

Hafida Zahera, Jean Caronb,* and Bennaceur Ouakic

a Division de l'Organisation, des Méthodes et de la Gestion Informatique Ministère de la Pêche Maritime, B.P. 476 Agdal, Rabat, Morocco
b Dép. des Sols et de Génie Agroalimentaire, Univ. of Laval, QC, Canada G1K 7P4
c Dép. Génie des Matériaux, Ecole Nationale de l‘Industrie Minérale, B.P. 753 Agdal, Rabat, Morocco



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Fig. 1. Schematic view of the experimental setup to measure internal pressure.

 


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Fig. 2. Image recorded of individual aggregates in the silty-clay loam soil with (a) no and (b) 24 Mg ha–1 of deinking–secondary sludge applications, or in the clay loam soil with (c) no and (d) 24 Mg ha–1 deinking–secondary sludge application, 3 s after immersion in water.

 


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Fig. 3. Evolution of the pressure in both soils: (a) silty-clay loam and (b) clay loam, without and with sludge application at different rates.

 


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Fig. 4. Examples of the best fit lines obtained with Model 1 (air escape) and Model 2 (no air escape) in the silty-clay loam for (a) the control, and for an application of (b) 8, (c) 16, and (d) 24 Mg ha–1 of deinking secondary sludge; (e) application of 18 Mg ha–1 of primary–secondary sludge; (f) represents the 24 Mg ha–1 compost application.

 


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Fig. 5. Results of the best fit for Model 2, without air escape, as sludge addition increases in the silty-clay loam.

 


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Fig. 6. Conceptual model of the main factors and properties controlling aggregate stability when an aggregate is suddenly wet. It includes the rate of pressure buildup P(t)], the near saturated hydraulic conductivity (Kns), the potential at the wetting front [hf(t)] and the rate of loss of hydraulic conductivity as water enters the pore space ({alpha}).

 


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Fig. A1. Evolution of the percentage of air released in the first 8 s following immersion for (a) the silty-clay loam and (b) the clay loam.

 





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