سیویلیکا را در شبکه های اجتماعی دنبال نمایید.

Consolidation Behavior of an Embankment Dam Using Plaxis, a Parametric Study

Export:

Link to this Paper:

Document National Code:

CEUCONF06_0672

Index date: 15 September 2019

Consolidation Behavior of an Embankment Dam Using Plaxis, a Parametric Study abstract

Generally, all sorts of soil embankment constructed on soft grounds can cause problematic settlements, which demonstrates the undeniable importance of consolidation. In this paper consolidation behavior of an earth -fill dam has been modeled with finite element software Plaxis-2D. The results, were verified with field measurements, demonstrate that consolidation will be over within about 219 years. Another main objective of present paper is to conduct a sensitivity analysis in order to study the effect of creep, swelling and compression indexes on soil creep behavior

Consolidation Behavior of an Embankment Dam Using Plaxis, a Parametric Study Keywords:

Consolidation Behavior of an Embankment Dam Using Plaxis, a Parametric Study authors

SEYED VAHID SHAHRAINI

Ferdowsi University of Mashhad,

Mahsa Zarabinia

Sadjad University of Technology,