Consolidation Behavior of an Embankment Dam Using Plaxis, a Parametric Study
Publish Year: 1398
Type: Conference paper
Language: English
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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
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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,