Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading

• Published in: Canadian geotechnical journal Vol. 42; no. 4; pp. 994 - 1014
• Main Authors: Indraratna, Buddhima, Rujikiatkamjorn, Cholachat, Sathananthan, Iyathurai
• Format: Journal Article
• Language: English
• Published: Ottawa, Canada NRC Research Press 01.08.2005; National Research Council of Canada; Canadian Science Publishing NRC Research Press
• Subjects: Drainage; Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; Finite element analysis; Geotechnology; Pore pressure; Soils; Vacuum technology; efficiency; software; solution; permeability; soft clays; deformation; pressure; consolidation; soils; theory; settlement
• ISSN: 0008-3674; 1208-6010
• DOI: 10.1139/t05-029

A system of vertical drains combined with vacuum preloading is an effective method to accelerate soil consolidation by promoting radial flow. This study presents the analytical modeling of vertical drains incorporating vacuum preloading in both axisymmetric and plane strain conditions. The effectiveness of the applied vacuum pressure along the drain length is considered. The exact solutions applied on the basis of the unit cell theory are supported by finite element analysis using ABAQUS software. Subsequently, the details of an appropriate matching procedure by transforming permeability and vacuum pressure between axisymmetric and equivalent plane strain conditions are described through analytical and numerical schemes. The effects of the magnitude and distribution of vacuum pressure on soft clay consolidation are examined through average excess pore pressure, consolidation settlement, and time analyses. Lastly, the practical implications of this study are discussed.Key words: consolidation, finite element method, soft clay, vacuum preloading, vertical drains.