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Salehi Alamdari, Negar, Khosravi, Mohammad Hossein, Katebi, Hooshang. (1399). Distribution of lateral active earth pressure on a rigid retaining wall under various motion modes. , 54(1), 15-25. doi: 10.22059/ijmge.2019.280916.594805
Negar Salehi Alamdari; Mohammad Hossein Khosravi; Hooshang Katebi. "Distribution of lateral active earth pressure on a rigid retaining wall under various motion modes". , 54, 1, 1399, 15-25. doi: 10.22059/ijmge.2019.280916.594805
Salehi Alamdari, Negar, Khosravi, Mohammad Hossein, Katebi, Hooshang. (1399). 'Distribution of lateral active earth pressure on a rigid retaining wall under various motion modes', , 54(1), pp. 15-25. doi: 10.22059/ijmge.2019.280916.594805
Salehi Alamdari, Negar, Khosravi, Mohammad Hossein, Katebi, Hooshang. Distribution of lateral active earth pressure on a rigid retaining wall under various motion modes. , 1399; 54(1): 15-25. doi: 10.22059/ijmge.2019.280916.594805

Distribution of lateral active earth pressure on a rigid retaining wall under various motion modes

International Journal of Mining and Geo-Engineering
مقاله 2، دوره 54، شماره 1، شهریور 2020، صفحه 15-25    اصل مقاله (1.72 M)
نوع مقاله: Research Paper
شناسه دیجیتال (DOI): 10.22059/ijmge.2019.280916.594805
نویسندگان
Negar Salehi Alamdari1؛ Mohammad Hossein Khosravi* 2؛ Hooshang Katebi3
1Department of Geotechnical Engineering, Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran
2School of Mining Engineering, College of Engineering, University of Tehran, Tehran, Iran
3Department of Geotechnical Engineering, Faculty of Civil engineering, University of Tabriz, Tabriz, Iran
چکیده
The design of retaining walls depends on the magnitude of active pressure exerted from the backfill. Therefore, estimating the scale of this pressure is a fundamental factor in the design. In this study, to assess the active earth pressure, a rigid retaining wall was built capable of translating and/or rotating with adjustable speed. Further, several physical tests were conducted on a laboratory scale under the influence of uniform surcharge. In order to evaluate the behavior of the soil and the failure wedge, circular flat pressure cells and particle image velocimetry method were used. The results indicated that in the translation and translation-rotational modes, the distribution of lateral active pressure along the wall height was non-linear while it was relatively linear under rotation around the base. By increasing the amount of surcharge, the effect of the arching phenomenon at the lower portion of the wall was more evident. This led to a negligible magnitude of pressure at the base of the wall. In addition, it was observed that during the active motion of the wall, the distinction between the stationary region and the failure zone was a function of the mode of wall motion.
کلیدواژه‌ها
Active earth pressure؛ rigid retaining wall؛ rotation mode؛ translation mode
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