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Items where Author is "Silvestri, Vincenzo"

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Number of items: 67.

A

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. External link

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). External link

E

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. External link

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. External link

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. Unavailable

G

Ghassan, A.-S., Ismail, Z., & Silvestri, V. (2020). Stresses distributions of sand piles on rough rigid plate. Results in Engineering, 5, 6 pages. External link

L

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. External link

M

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. Unavailable

S

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. External link

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). External link

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. External link

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. Unavailable

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. External link

Silvestri, V. (2018). Theoretical DMT Interpretation in Sensitive Clays. Geotechnical Testing Journal, 41(5), 14 pages. External link

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. External link

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. Unavailable

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. External link

Silvestri, V., & Ewane, M. S. (2017). Mechanical Properties of an Artificially Cemented Clayey Material. Advances in Civil Engineering Materials, 6(1), 213-234. External link

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. Unavailable

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. Unavailable

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. Unavailable

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. External link

Silvestri, V. (2013). Author's reply [on comments to Shape factors of cylindrical piezometers in uniform soil]. Ground Water, 51(2), 169-169. External link

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. External link

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. External link

Silvestri, V., Abou-Samra, G., & Bravo-Jonard, C. (2012). Shape factors of cylindrical piezometers in uniform soil. Ground Water, 50(2), 279-284. External link

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. External link

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. External link

Silvestri, V., Samra, G. A., & Bravo-Jonard, C. (2011). Shape factors of cylindrical permeameters. Geomechanics and Engineering, 3(1), 17-28. External link

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. External link

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. External link

Silvestri, V., Abou-Samra, G., & Bravo-Jonard, C. (2009). Effect of Flow Rules and Elastic Strains on Pressuremeter Test Results in Dense Sand. External link

Silvestri, V., & Abou-Samra, G. (2008). Analysis of Instrumented Sharp Cone and Pressuremeter Tests in Stiff Sensitive Clay. External link

Silvestri, V. (2006). Discussion of "Active earth thrust by backfills subject to a line surcharge". External link

Silvestri, V. (2006). Erratum: A three-dimensional slope stability problem in clay. External link

Silvestri, V. (2006). Limitations of the Theorem of Corresponding States in Active Pressure Problems. External link

Silvestri, V. (2006). Strain-rate effects in self-boring pressuremeter tests in clay. External link

Silvestri, V. (2006). A three-dimensional slope stability problem in clay. External link

Silvestri, V. (2004). Disturbance effects in pressuremeter tests in clay. External link

Silvestri, V. (2003). Assessment of Self-Boring Pressuremeter Tests in Sensitive Clay. External link

Silvestri, V., & Tabib, C. Interpretation of Stress Paths From Pressuremeter Tests in Sand [Paper]. 13th International Offshore and Polar Engineering Conference. External link

Silvestri, V. (2003). A limit equilibrium solution for bearing capacity of strip foundations on sand. External link

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. External link

Silvestri, V. (2001). Active Earth Pressure in Cohesive Soils With an Inclined Ground Surface: Discussion. External link

Silvestri, V. (2001). Interpretation of Pressuremeter Tests in Sand. External link

Silvestri, V., & Diab, R. (2001). Stress Distributions and Paths in Clays During Pressuremeter Tests. External link

Silvestri, V. (2000). Performance of Shallow Foundations on Clay Deposits in Montréal Island. External link

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. External link

Silvestri, V. (1999). Lateral Earth Pressure Problem of Cohesive Backfill With Inclined Surface - Discussion. Journal of Geotechnical and Geoenvironmental Engineering, 125(6), 536-537. External link

Silvestri, V., Murias, F., & Tabib, C. Tension pile foundation analyses for offshore structures : a comparison [Paper]. International Offshore and Polar Engineering conference. External link

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. External link

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. External link

Silvestri, V., Dakroub, H., & Fahmy, Y. (1997). Analysis of cone penetration and indentation tests in clayey soils. External link

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. External link

Silvestri, V., & Fahmy, Y. (1995). Influence of apex angle on cone penetration factors in clay. Geotechnical Testing Journal, 18(3), 315-323. External link

Silvestri, V., & Bouhemhem, D. (1995). Performance of irrigation systems for control of moisture changes. Journal of Performance of Constructed Facilities, 9(1), 34-48. External link

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. External link

Silvestri, V., & Tabib, C. (1994). Re-examination of the strain field around a simple pile. External link

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. Unavailable

Silvestri, V. (1994). Water content relationships of a sensitive clay subjected to cycles of capillary pressures. Geotechnical Testing Journal, 17(1), 57-65. External link

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. External link

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. External link

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. External link

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. External link

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. External link

Silvestri, V. (1980). The long-term stability of a cutting slope in an overconsolidated sensitive clay. Canadian Geotechnical Journal, 17(3), 337-351. External link

T

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). Unavailable

List generated on: Thu Apr 18 08:49:27 2024 EDT