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 lIndustrie Minérale, B.P. 753 Agdal, Rabat, Morocco

View larger version (21K):
[in a new window]
|
Fig. 1. Schematic view of the experimental setup to measure internal pressure.
|
|

View larger version (57K):
[in a new window]
|
Fig. 2. Image recorded of individual aggregates in the silty-clay loam soil with (a) no and (b) 24 Mg ha1 of deinkingsecondary sludge applications, or in the clay loam soil with (c) no and (d) 24 Mg ha1 deinkingsecondary sludge application, 3 s after immersion in water.
|
|

View larger version (35K):
[in a new window]
|
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.
|
|

View larger version (26K):
[in a new window]
|
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 ha1 of deinking secondary sludge; (e) application of 18 Mg ha1 of primarysecondary sludge; (f) represents the 24 Mg ha1 compost application.
|
|

View larger version (26K):
[in a new window]
|
Fig. 5. Results of the best fit for Model 2, without air escape, as sludge addition increases in the silty-clay loam.
|
|

View larger version (33K):
[in a new window]
|
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 ( ).
|
|

View larger version (23K):
[in a new window]
|
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.
|
|
Copyright © 2005 by the Soil Science Society of America.