THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS OF A TRIAL EMBANKMENT | ||||
| The International Conference on Civil and Architecture Engineering | ||||
| Article 3, Volume 8, 8th International Conference on Civil and Architecture Engineering, May 2010, Page 1-18 PDF (429.18 K) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/iccae.2010.44403 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| Mohammed Yousif Fattah1; Majeed Rasheed Saba’a2; Mustafa Ahmed Yousif3 | ||||
| 1Dr., Lecturer, Department of Building and Construction, University of Technology. | ||||
| 2Lecturer, Technical Institute / Al-Musayab. | ||||
| 3Lecturer, Civil Eng. Department, College of Eng., University of Al-Mustansirya. | ||||
| Abstract | ||||
| Abstract: Commonly finite element analyses of embankments and excavations are conducted as two-dimensional representations of the true three-dimensional problem, but very little work was done in determining the relative applicability of these solutions until recently, when three-dimensional programs and high-speed computers became available. A trial embankment constructed in Vaasa (Finland) is analyzed in this paper. The main purpose of the construction was the testing and development of the calculation methods for the planning of road embankments. Settlements at the base level of the embankment were measured with settlement plates, and deeper in the ground with magnetic extensometer. The pore pressures are measured using open and closed piezometer tips installed at different depths. For the task of analysis carried out in this paper, a finite element computer program named (3-DFEP) is written. The program can solve three-dimensional coupled problems. Both the soil solids and the pore water are modeled by 8-noded brick elements. It was found that the results of three-dimensional analysis are more stable than do plane-strain ones. The settlement becomes approximately constant after about (600) days. The settlement predicted at that time is approximately (400) mm which is exactly recorded in the field while plane-strain results showed continuous increase in settlement after that time. | ||||
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