| contributor author | B. Indraratna | |
| contributor author | I. Sathananthan | |
| contributor author | C. Rujikiatkamjorn | |
| contributor author | A. S. Balasubramaniam | |
| date accessioned | 2017-05-08T21:31:49Z | |
| date available | 2017-05-08T21:31:49Z | |
| date copyright | June 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291532-3641%282005%295%3A2%28114%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55000 | |
| description abstract | This paper describes the analytical formulation of a modified consolidation theory incorporating vacuum pressure, and numerical modeling of soft clay stabilized by prefabricated vertical drains, with a linearly distributed (trapezoidal) vacuum pressure for both axisymmetric and plane strain conditions. The effects of the magnitude and distribution of vacuum pressure on soft clay consolidation are examined through average time-dependent excess pore pressure and consolidation settlement analyses. The plane strain analysis was executed by transforming the actual vertical drains into a system of equivalent parallel drain walls by adjusting the coefficient of permeability of the soil and the applied vacuum pressure. The converted parameters are incorporated in the finite element code | |
| publisher | American Society of Civil Engineers | |
| title | Analytical and Numerical Modeling of Soft Soil Stabilized by Prefabricated Vertical Drains Incorporating Vacuum Preloading | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 2 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2005)5:2(114) | |
| tree | International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002 | |
| contenttype | Fulltext | |
