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Equal Strain Consolidation by Vertical Drains
Authors:Chin Jian Leo
Affiliation:Senior Lecturer, School of Engineering and Industrial Design, Werrington South Campus, Univ. of Western Sydney, Locked Bag 1797, Penrith South DC?NSW?1797, Australia.
Abstract:This paper shows the development of a series of closed-form solutions of equal strain consolidation in the presence of a vertical drain with smear and well resistance. Using an approach that considers the effects of both the radial and vertical drainage in a fully coupled fashion, solutions are obtained for the excess pore pressure and the degree of consolidation in the compressible soil subjected to a step- or ramp-loading situation. The closed-form solutions in the present paper may be evaluated in an electronic spreadsheet on a standard personal computer.
Keywords:Vertical drain  Wick drains  Consolidation  Pore pressure  Soil improvement  Soft soils  Computer applications  
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