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Publications by A. E. Skinner
Discussion: Vacuum Preloading Consolidation of Yaoqiang Airport Runway; Soil Improvement by the Vacuum Preloadng Method for an Oil Storage Station; Consolidation of a Very Soft Clay With Vertical Drains
Geotechnique
Earth
Planetary Sciences
Engineering Geology
Geotechnical Engineering
Related publications
Improvement of Soft Clays Using Vacuum-Assisted Consolidation Method
Discussion of “New Approach of Vacuum Preloading With Booster Prefabricated Vertical Drains (PVDs) to Improve Deep Marine Clay Strata”
Canadian Geotechnical Journal
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Probabilistic Design of Ground Improvement by Vertical Drains for Soil of Spatially Variable Coefficient of Consolidation
Geotextiles and Geomembranes
Geotechnical Engineering
Engineering Geology
Materials Science
Reply to the Discussion by Mesri and Kane on “New Approach of Vacuum Preloading With Booster Prefabricated Vertical Drains (PVDs) to Improve Deep Marine Clay Strata”
Canadian Geotechnical Journal
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Application of Prefabricated Vertical Drains in Soft Clay Improvement
International Journal of Engineering and Applied Sciences (IJEAS)
The New Accelerated Consolidation Method Combining Vacuum Consolidation and Plastic-Board-Drain by Floating System (PDF) Methods
Zairyo/Journal of the Society of Materials Science, Japan
Mechanics of Materials
Materials Science
Condensed Matter Physics
Mechanical Engineering
Analysis of Radial Vacuum-Assisted Consolidation Using 3D Finite Element Method
Vacuum Consolidation and Its Combination With Embankment Loading
Experimental Studies on Consolidation Mechanism of a Clay Layer With Vertical Drain.
Doboku Gakkai Ronbunshu
