Publications à Polytechnique

Ces données sont extraites du Répertoire des publications de l'École Polytechnique de Montréal. La liste ci-dessous contient seulement les publications auxquelles a participé le professeur ou le chercheur depuis son entrée en fonction à l’École. De plus, certaines publications ne sont pas dans cette liste, notamment les notes de cours et les rapports techniques internes plus d'information...
1	Silvestri, V., Abou-Samra, G. (2012). Analytical Solution for Undrained Plane Strain Expansion of a Cylindrical Cavity in Modified Cam Clay. Geomechanics and Engineering, 4(1), p. 19-37.
2	Silvestri, V., Abou-Samra, G., Bravo-Jonard, C. (2012). Shape Factors of Cylindrical Piezometers in Uniform Soil. Ground Water, 50(2), p. 279-284.
3	Silvestri, V., Abou-Samra, G. (2011). Application of the Exact Constitutive Relationship of Modified Cam Clay to the Undrained Expansion of a Spherical Cavity. International Journal for Numerical and Analytical Methods in Geomechanics, 35(1), p. 53-66.
4	Silvestri, V., Jonard, C.B., Abou-Samra, G. (2011). A Note on Hvorslev's Shape Factor for a Flush Bottom Piezometer in Uniform Soil. Geomechanics and Engineering, 3(2), p. 109-116.
5	Silvestri, V., Samra, G.A., Bravo-Jonard, C. (2011). Shape Factors of Cylindrical Permeameters. Geomechanics and Engineering, 3(1), p. 17-28.
6	Silvestri, V., Diab, R., Abou Samra, G., Bravo-Jonard, C. (2011). Undrained Response of Clay in Hollow Cylinder Expansion Tests. Geotechnical Testing Journal, 34(1), p. GTJ102749.
7	Silvestri, V., Abou-Samra, G., Bravo-Jonard, C. (2009). Effect of Flow Rules and Elastic Strains on Pressuremeter Test Results in Dense Sand. Canadian Geotechnical Journal, 46(2), p. 160-167.
8	Silvestri, V., Abou-Samra, G. (2008). Analysis of Instrumented Sharp Cone and Pressuremeter Tests in Stiff Sensitive Clay. Canadian Geotechnical Journal, 45(7), p. 957-972.
9	Silvestri, V. (2006). Discussion of "Active Earth Thrust by Backfills Subject to a Line Surcharge". Canadian Geotechnical Journal, 43(11), p. 1220-1223.
10	Silvestri, V. (2006). Erratum: A Three-Dimenstional Slope Stability Problem in Clay (Canadian Geotechnical Journal (2006) Vol. 43 (224-228)). Canadian Geotechnical Journal, 43(10), p. 1105.
11	Silvestri, V. (2006). A Three-Dimenstional Slope Stability Problem in Clay (Vol 43, Pg 224, 2006). Canadian Geotechnical Journal, 43(10), p. 1105.
12	Silvestri, V. (2006). Strain-Rate Effects in Self-Boring Pressuremeter Tests in Clay. Canadian Geotechnical Journal, 43(9), p. 915-927.
13	Silvestri, V. (2006). Limitations of the Theorem of Corresponding States in Active Pressure Problems. Canadian Geotechnical Journal, 43(7), p. 704-713.
14	Silvestri, V. (2006). A Three-Dimensional Slope Stability Problem in Clay. Canadian Geotechnical Journal, 43(2), p. 224-228.
15	Silvestri, V. (2004). Disturbance Effects in Pressuremeter Tests in Clay. Canadian Geotechnical Journal, 41(4), p. 738-759.
16	Silvestri, V. (2003). Assessment of Self-Boring Pressuremeter Tests in Sensitive Clay. Canadian Geotechnical Journal, 40(2), p. 362-387.
17	Silvestri, V., Tabib, C. (2003). Interpretation of Stress Paths From Pressuremeter Tests in Sand. Proceedings of the Thirteenth (2003) International Offshore and Polar Engineering Conference, Vol 2, p. 360-365.
18	Silvestri, V. (2003). A Limit Equilibrium Solution for Bearing Capacity of Strip Foundations on Sand. Canadian Geotechnical Journal, 40(2), p. 351-361.
19	Silvestri, V., Tabib, C. (2002). Interpretation Problems of Water Contents and Densities Measured by Nuclear Devices in Field Monitoring Programmes. Computational Methods in Water Resources, v. 47, p. 97-104.
20	Silvestri, V. (2001). Active Earth Pressure in Cohesive Soils With an Inclined Ground Surface: Discussion. Canadian Geotechnical Journal, 38(3), p. 662.
21	Silvestri, V. (2001). Interpretation of Pressuremeter Tests in Sand. Canadian Geotechnical Journal, 38(6), p. 1155-1165.
22	Silvestri, V., Diab, R. (2001). Stress Distributions and Paths in Clays During Pressuremeter Tests. Canadian Geotechnical Journal, 38(3), p. 542-552.
23	Ladanyi B, Silvestri, V. (2000). Discussion of Paper by M.D. Bolton and R.W. Whittle on " a Non-Linear Elastic/Perfectly Plastic Analysis for Plane Strain Undrained Expansion Tests". Géotechnique, 50(2), p. 199.
24	Silvestri, V. (2000). Performance of Shallow Foundations on Clay Deposits in Montreal Island. Canadian Geotechnical Journal, 37(1), p. 218-237.
25	Silvestri, V. (1999). Lateral Earth Pressure Problem of Cohesive Backfill With Inclined Surface - Discussion. Journal of Geotechnical and Geoenvironmental Engineering, 125(6), p. 536-537.
26	Silvestri, V., Murias, F., Tabib, C. (1999). Tension Pile Foundation Analyses for Offshore Structures : a Comparison. Proceedings of the ... International Offshore and Polar Engineering Conference, v. 1, p. 706-710.
27	Silvestri, V. (1999). Field Measurement of Water Contents and Densities by Nuclear Methods in Clay Deposits. Proceedings of the 1998 Field Instrumentation for Soil and Rock, p. 223-235.
28	Silvestri, V. (1998). On the Determination of the Stress-Strain Curve of Clay From the Undrained Plane-Strain Expansion of Hollow Cylinders: a Long-Forgotten Method. Canadian Geotechnical Journal, 35(2), p. 360-363.
29	Silvestri, V., Tabib, C. (1998). Modelling Groundwater Extraction by Trees in Clay Deposits: A Case Study. Computational Methods in Water Resources XII : Proceedings of the 12th International Conference on Computational Methods in Water Resources. Vol 1. Computational Methods in Contamination and Remediation of Water Resources, v. 1, p. 561-568.
30	Silvestri, V., Dakroub, H., Fahmy, Y. (1997). Analysis of Cone Penetration and Indentation Tests in Clayey Soils. Canadian Geotechnical Journal, 34(2), p. 254-263.
31	Silvestri, V., Mikhail, N., Soulié, M. (1997). Permeability Response of Oil-Contaminated Compacted Clays. Proceedings of the 1997 Symposium on Testing Soil Mixed With Waste or Recycled Materials, p. 62-75.
32	Montes, P., Silvestri, V., Soulie, M. (1996). Slope Stability Analysis and Charts for Non-Circular Slip Surface. ISL '96 : Seventh International Symposium on Landslides, v. 2, p. 1305-1310.
33	Tabib, C., Silvestri, V. (1996). Determination of Gravitational Stresses Around Notches in Elastic Half-Planes. Zeitschrift Fuer Angewandte Mathematik Und Mechanik, 76(SUP5), p. 511-512.
34	Silvestri, V., Bouhemhem, D. (1995). Performance of Irrigation Systems for Control of Moisture Changes. Journal of Performance of Constructed Facilities, 9(1), p. 34-48.
35	Silvestri, V., Fahmy, Y. (1995). Influence of Apex Angle on Cone Penetration Factors in Clay. Geotechnical Testing Journal, 18(3), p. 315-323.
36	Silvestri, V. (1994). Water Content Relationships of a Sensitive Clay Subjected to Cycles of Capillary Pressures. Geotechnical Testing Journal, 17(1), p. 57-65.
37	Silvestri, V., Tabib, C. (1994). Re-Examination of the Strain Field Around a Simple Pile. Canadian Geotechnical Journal, 31(2), p. 303-308.
38	Silvestri, V., Tabib, C., Behidj, F. (1994). Observations and Modelling of Soil Water Content Changes Around Trees. Canadian Journal of Civil Engineering, 21(6), p. 980-989.
39	Silvestri, V., Tabib, C. (1994). Settlement of Building Foundations on Clay Soil Caused by Evapotranspiration. Proceedings of the Conference on Vertical and Horizontal Deformations of Foundations and Embankments, p. 1494-1504.