Consolidation Behavior of an Embankment Dam Using Plaxis, a Parametric Study
Publish Year: 1398
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
CEUCONF06_0672
تاریخ نمایه سازی: 24 شهریور 1398
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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Authors
SEYED VAHID SHAHRAINI
Ferdowsi University of Mashhad,
Mahsa Zarabinia
Sadjad University of Technology,