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Soil Arching Behind Retaining Walls under Active Translation Mode: Review and New Insights | ||
| International Journal of Mining and Geo-Engineering | ||
| مقاله 5، دوره 52، شماره 2، اسفند 2018، صفحه 131-140 اصل مقاله (2.35 M) | ||
| نوع مقاله: Review Paper | ||
| شناسه دیجیتال (DOI): 10.22059/ijmge.2018.264011.594754 | ||
| نویسندگان | ||
| Mohammad Hossein Khosravi* 1؛ Mojtaba Bahaaddini2؛ Ali Reza Kargar1؛ Thirapong Pipatpongsa3 | ||
| 1UT | ||
| 2Shahid Bahonar University of Kerman, Iran | ||
| 3Department of Urban Management, Kyoto University, Japan | ||
| چکیده | ||
| Granular materials have a tendency to exhibit an arching effect by which the load is transferred from yielding parts to adjacent stationary parts. Retaining walls are among those structures that the soil arching plays an important role in the distribution of earth pressures. This paper briefly reviews the development of soil arching theory and its application to different geotechnical projects. Various arching-based theoretical formulations for estimation of lateral active earth pressure on the rigid retaining walls were reviewed and their validity was examined through comparisons with the filed data. It was concluded that, in spite of the conventional thought that the distribution of lateral earth pressure on the walls is linear; it is non-linear due to soil arching. Moreover, the maximum lateral stress does not appear at the toe of the wall; but at some heights, leading to a shift of the point of application of thrust from 33% to approximately 45% of the wall height measured from the bottom of the wall. | ||
| کلیدواژه‌ها | ||
| Arching effect, Soil arching؛ Retaining walls؛ Lateral earth pressure | ||
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آمار تعداد مشاهده مقاله: 781 تعداد دریافت فایل اصل مقاله: 3,582 |
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