A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design and construction of vertical drains to accelerate consolidation of soils
Use of vertical drains under road embankments and other structures to increase shear strength of soil during construction and to obtain almost complete settlement; limits of use of method; influence of spacing and diameter of drains, thickness of compressible soil layer, and values of horizontal and vertical coefficients of consolidation; measurements of pore pressure; use of Terzaghi's theory. ( See also n 633 Feb 1959 p 197-200, n 632 Mar 1959 p 339-42)
Design and construction of vertical drains to accelerate consolidation of soils
Use of vertical drains under road embankments and other structures to increase shear strength of soil during construction and to obtain almost complete settlement; limits of use of method; influence of spacing and diameter of drains, thickness of compressible soil layer, and values of horizontal and vertical coefficients of consolidation; measurements of pore pressure; use of Terzaghi's theory. ( See also n 633 Feb 1959 p 197-200, n 632 Mar 1959 p 339-42)
Design and construction of vertical drains to accelerate consolidation of soils
Civ Eng (Lond)
Christie, I.F. (author)
1959
4 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Consolidation of Soft Soils Using Geosynthetic Vertical Drains at Tampines, Singapore
| British Library Conference Proceedings | 1994
Finite Strain Consolidation for Vertical Drains
| British Library Conference Proceedings | 1994
Modelling consolidation accelerated by vertical drains in soils subject to creep
| British Library Online Contents | 2001
Equal Strain Consolidation by Vertical Drains
| British Library Online Contents | 2004
Equal Strain Consolidation by Vertical Drains
| Online Contents | 2004