Directory of Experts

Silvestri, Vincenzo

Directory of Experts

Silvestri, Vincenzo

Directory of Experts

Publications by date

Journal article (45) Conference paper (25) Book Book chapter Patent Report Thesis Dataset Teaching resource Image Audio recording Video recording Other

Vincenzo Silvestri (70)

2024 (2)
- Silvestri, V., & Tabib, C. (2024, June). Dangerous Height of Deep Soil Deposits [Paper]. 34th International Ocean and Polar Engineering Conference (ISOPE 2024), Rhodes, Greece.
- Abou-Samra, G., & Silvestri, V. (2024). Stability of long uniform slopes in cohesionless soils with seepage parallel to slope surface. Results in Engineering, 24, 103155 (8 pages).
2023 (2)
- Silvestri, V., & Tabib, C. (2023, June). Determination of Constitutive Properties of Sand and Clay from Expansion of Spherical Cavities [Paper]. 33rd International Ocean and Polar Engineering Conference (ISOPE 2023), Ottawa, ON, Canada.
- Silvestri, V., & Tabib, C. (2023, September). Undrained Spherical Expansion Analysis for Clay [Paper]. 15th International Conference on Advances in Civil Engineering (ACE 2023), Famagusta, North Cyprus.
2021 (1)
- Abou-Samra, G., Silvestri, V., Desjardins, S. L., & Labben, R. (2021). Drained-Undrained Shaft Resistance of Piles in Soft Clays. International Journal of Civil Engineering, 19(2), 115-125.
2020 (3)
- Abou-Samra, G., Ewane, M. S., & Silvestri, V. (2020). Physical modeling and arbitrary Lagrangian-Eulerian finite element analysis of indentation of a sensitive clay by a flat-ended axisymmetrical indenter. International Journal of Geo-Engineering, 11(1), 6 (18 pages).
- Ghassan, A.-S., Ismail, Z., & Silvestri, V. (2020). Stresses distributions of sand piles on rough rigid plate. Results in Engineering, 5, 6 pages.
- Ewane, M. S., Silvestri, V., & James, M. (2020). The Use of Laboratory Indentation Testing to Characterize Champlain Sea Clay. Geotechnical and Geological Engineering, 38(6), 6365-6383.
2019 (2)
- Silvestri, V., & Tabib, C. (2019, November). Characterization of the Mechanical Properties of Sensitive Clay by Means of Indentation Tests [Paper]. 3rd GeoMEast International Congress and Exhibition "Sustainable Civil Structure", Egypt (18 pages).
- Silvestri, V., & Tabib, C. (2019, June). Interpretation of indentation tests on a sensitive clay of eastern Canada [Paper]. 29th International Ocean and Polar Engineering Conference (ISOPE 2019), Honolulu, HI, USA.
2018 (4)
- Silvestri, V., & Tabib, C. (2018, November). An Enhanced Solution for the Expansion of Cylindrical Cavities in Modified Cam Clay [Paper]. 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures (Egypt 2018), Cairo, Egypt.
- Silvestri, V., & Tabib, C. (2018). Application of cylindrical cavity expansion in MCC model to a sensitive clay under Ko consolidation. Journal of Materials in Civil Engineering, 30(8), 11 pages.
- Ewane, M. S., Silvestri, V., & James, M. (2018). Indentation of a Sensitive Clay by a Flat-Ended Axisymmetrical Punch. Geotechnical and Geological Engineering, 36(6), 3601-3625.
- Silvestri, V. (2018). Theoretical DMT Interpretation in Sensitive Clays. Geotechnical Testing Journal, 41(5), 14 pages.
2017 (6)
- Silvestri, V., & Tabib, C. (2017, July). Analysis of cylindrical cavity expansion in modified cam clay with Ko consolidation [Paper]. 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures (GeoMEast 2017), Sharm El-Sheikh, Egypt.
- Silvestri, V., & Tabib, C. (2017, June). Assessment of the stability of an excavation in clay by means of CPTU and VST results [Paper]. 27th International Ocean and Polar Engineering Conference (ISOPE 2017), San Francisco, CA.
- Silvestri, V., & Abou-Samra, G. (2017). Behavior of a Sensitive Clay in Isotropically Consolidated K̇o-Drained Triaxial Tests. Geotechnical Testing Journal, 40(4), 591-607.
- Ewane, M. S., Silvestri, V., & James, M. (2017, September). Comparison of indentation and conventional geotechnical testing results on a sensitive clay [Paper]. 19th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE 2017), Seoul, Korea.
- Silvestri, V., & Ewane, M. S. (2017). Mechanical Properties of an Artificially Cemented Clayey Material. Advances in Civil Engineering Materials, 6(1), 213-234.
- Silvestri, V., & Abou-Samra, G. (2017, September). Re-assessment of stability of the experimental excavation in the sensitive clay of Saint-Hilaire (Québec) [Paper]. 19th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE 2017), Seoul, Korea, Republic of.
2016 (3)
- Silvestri, V., & Tabib, C. (2016, September). Analysis of instrumented sharp cone tests performed in a sensitive clay of Québec [Paper]. 5th International Conference on Geotechnical and Geophysical Site Characterisation (ISC 2016), Gold Coast, QLD, Australia.
- Silvestri, V., & Tabib, C. (2016, June). Comparison of field test results obtained in a lightly overconsolidated clay [Paper]. 26th Annual International Ocean and Polar Engineering Conference (ISOPE 2016), Rhodes, Greece.
- Silvestri, V., & Tabib, C. (2016, June). Failure of a shear pile wall used for the stabilization of a long landslide [Paper]. 12th International Symposium on Landslides, Napoli, Italy.
2013 (2)
- Silvestri, V., Bravo-Jonard, C., & Abou-Samra, G. (2013). A Note on the Validity of Hvorslev's Shape Factors for Well Points and Piezometers. Geotechnical Testing Journal, 36(1), 138-145.
- Silvestri, V. (2013). Author's reply [on comments to Shape factors of cylindrical piezometers in uniform soil] [Discussion or Letter]. Ground Water, 51(2), 169-169.
2012 (2)
- 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), 19-37.
- Silvestri, V., Abou-Samra, G., & Bravo-Jonard, C. (2012). Shape factors of cylindrical piezometers in uniform soil. Ground Water, 50(2), 279-284.
2011 (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), 109-116.
- 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), 53-66.
- Silvestri, V., Samra, G. A., & Bravo-Jonard, C. (2011). Shape factors of cylindrical permeameters. Geomechanics and Engineering, 3(1), 17-28.
- 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), GTJ102749-GTJ102749.
2009 (2)
- Silvestri, V., & Abou-Samra, G. (2009). Analytical solution of stress-strain relationship of modified Cam clay in undrained shear. Geomechanics and Engineering, 1(4), 263-274.
- Silvestri, V., Abou-Samra, G., & Bravo-Jonard, C. (2009). Effect of Flow Rules and Elastic Strains on Pressuremeter Test Results in Dense Sand.
2008 (1)
- Silvestri, V., & Abou-Samra, G. (2008). Analysis of Instrumented Sharp Cone and Pressuremeter Tests in Stiff Sensitive Clay.
2006 (5)
- Silvestri, V. (2006). A three-dimensional slope stability problem in clay.
- Silvestri, V. (2006). Discussion of "Active earth thrust by backfills subject to a line surcharge".
- Silvestri, V. (2006). Erratum: A three-dimensional slope stability problem in clay.
- Silvestri, V. (2006). Limitations of the Theorem of Corresponding States in Active Pressure Problems.
- Silvestri, V. (2006). Strain-rate effects in self-boring pressuremeter tests in clay.
2004 (1)
- Silvestri, V. (2004). Disturbance effects in pressuremeter tests in clay.
2003 (3)
- Silvestri, V. (2003). A limit equilibrium solution for bearing capacity of strip foundations on sand.
- Silvestri, V. (2003). Assessment of Self-Boring Pressuremeter Tests in Sensitive Clay.
- Silvestri, V., & Tabib, C. Interpretation of Stress Paths From Pressuremeter Tests in Sand [Paper]. 13th International Offshore and Polar Engineering Conference.
2002 (1)
- Silvestri, V., & Tabib, C. Interpretation Problems of Water Contents and Densities Measured by Nuclear Devices in Field Monitoring Programmes [Paper]. Computational Methods in Water Resources.
2001 (3)
- Silvestri, V. (2001). Active Earth Pressure in Cohesive Soils With an Inclined Ground Surface: Discussion.
- Silvestri, V. (2001). Interpretation of Pressuremeter Tests in Sand.
- Silvestri, V., & Diab, R. (2001). Stress Distributions and Paths in Clays During Pressuremeter Tests.
2000 (2)
- 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), 199-199.
- Silvestri, V. (2000). Performance of Shallow Foundations on Clay Deposits in Montréal Island.
1999 (2)
- Silvestri, V. (1999). Lateral Earth Pressure Problem of Cohesive Backfill With Inclined Surface - Discussion. Journal of Geotechnical and Geoenvironmental Engineering, 125(6), 536-537.
- Silvestri, V., Murias, F., & Tabib, C. Tension pile foundation analyses for offshore structures : a comparison [Paper]. International Offshore and Polar Engineering conference.
1998 (3)
- Silvestri, V. (1998, June). Field measurement of water contents and densities by nuclear methods in clay deposits [Paper]. 1998 Field Instrumentation for Soil and Rock, Atlanta, GA, USA.
- Silvestri, V., & Tabib, C. (1998, June). Modelling groundwater extraction by trees in clay deposits: A case study [Paper]. Computational Methods in Water Resources XII : 12th International Conference on Computational Methods in Water Resources. Vol 1. Computational methods in contamination and remediation of water resources, Crete, Greece.
- 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.
1997 (2)
- Silvestri, V., Dakroub, H., & Fahmy, Y. (1997). Analysis of cone penetration and indentation tests in clayey soils.
- Silvestri, V., Mikhail, N., & Soulié, M. (1997, January). Permeability response of oil-contaminated compacted clays [Paper]. Symposium on Testing Soil Mixed with Waste or Recycled Materials, New Orleans, Louisiana.
1996 (1)
- Montes, P., Silvestri, V., & Soulié, M. (1996, June). Slope stability analysis and charts for non-circular slip surface [Paper]. ISL '96 : Seventh International Symposium on landslides, Trondheim NOR.
1995 (3)
- Tabib, C., & Silvestri, V. (1995, July). Determination of gravitational stresses around notches in elastic half-planes [Paper]. ICIAM / GAMM 95. Part V, Hamburg, Germany. Published in Zeitschrift fuer angewandte Mathematik und Mechanik, 76(SUP5).
- Silvestri, V., & Fahmy, Y. (1995). Influence of apex angle on cone penetration factors in clay. Geotechnical Testing Journal, 18(3), 315-323.
- Silvestri, V., & Bouhemhem, D. (1995). Performance of irrigation systems for control of moisture changes. Journal of Performance of Constructed Facilities, 9(1), 34-48.
1994 (4)
- Silvestri, V., Tabib, C., & Behidj, F. (1994). Observations and modelling of soil water content changes around trees. Canadian Journal of Civil Engineering, 21(6), 980-989.
- Silvestri, V., & Tabib, C. (1994). Re-examination of the strain field around a simple pile.
- Silvestri, V., & Tabib, C. (1994, June). Settlement of building foundations on clay soil caused by evapotranspiration [Paper]. Conference on Vertical and Horizontal Deformations of Foundations and Embankments, College Station, TX, USA.
- Silvestri, V. (1994). Water content relationships of a sensitive clay subjected to cycles of capillary pressures. Geotechnical Testing Journal, 17(1), 57-65.
1987 (1)
- Silvestri, V., & Aubertin, M. (1987, January). Anisotropy and In-Situ Vane Tests [Paper]. 1987 International Symposium on Laboratory and Field Vane Shear Strength Testing, Tampa, FL, USA.
1986 (2)
- Silvestri, V., Yong, R. N., & Mohamed, A. M. O. (1986, June). A True Triaxial Testing Cell [Paper]. Symposium on Advanced Triaxial Testing of Soil and Rock, Louisville, KY, USA.
- Silvestri, V., Soulié, M., Touchan, Z., & Fay, B. (1986, June). Triaxial Relaxation Tests on a Soft Clay [Paper]. Symposium on Advanced Triaxial Testing of Soil and Rock, Louisville, KY, USA.
1984 (1)
- Silvestri, V. (1984). Discussion of “Earth Pressures Against Rigid Retaining Walls” by Mehmet A. Sherif, Isao Ishibashi, and Chong Do Lee (May, 1982). Journal of Geotechnical Engineering, 110(1), 115-116.
1981 (1)
- Silvestri, V. (1981). The long term stability of a cutting slope in an overconsolidated sensitive clay: Reply [Discussion or Letter]. Canadian Geotechnical Journal, 18(2), 323-324.
1980 (1)
- Silvestri, V. (1980). The long-term stability of a cutting slope in an overconsolidated sensitive clay. Canadian Geotechnical Journal, 17(3), 337-351.

Directory of Experts

Silvestri, Vincenzo

Directory of Experts

Silvestri, Vincenzo

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Vincenzo Silvestri (70)