New Approaches in Civil Engineering

New Approaches in Civil Engineering

Interference Effect of Adjacent Strip Footings Placed on Soil Slope

Document Type : Research Paper

Authors
Department of Civil Engineering, Islamic Azad University, Nourabad Mamasani Branch,
Abstract
For various reasons, such as lack of suitable land or architectural considerations, engineers may construct the foundation adjacent to or inside the slope body. Therefore, the problem of the bearing capacity of strip foundations placed on the slope and the safety factor of these slopes has been the focus of many researchers. On the other hand, especially in urban environments, the possibility of foundations being placed adjacent to each other is very high, and for this reason, the interference effect of nearby foundations is another challenge that researchers have investigated. In this research, these two challenges have been integrated and the interference effect of adjacent foundations placed on the body of the slope has been investigated using PLAXIS finite element software. In this way, one foundation is attached to the upper edge of the slope and the other foundation is considered inside the body of the slope. The parameters examined in this study are slope angle, slope length, soil friction angle, and soil cohesion. All of these parameters have been studied in the case of single footing and two interfering footings. The results indicate that an increase in the angle and length of the slope causes a decrease in the bearing capacity of the footing and a decrease in the safety factor of the slope. Also, with the increase of cohesion and friction angle, the bearing capacity of the footing and the safety factor of the slope increased. The interference effect caused an increase in the bearing capacity and a decrease in the safety factor, and by increasing the length of the slope more than 5B at different angles of the slope, the interference effect disappeared.
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1-Das, B.M. and S. Larbi-Cherif, 1983, Bearing capacity of two closely-spaced shallow foundations on sand, Soils and foundations, 23, 1, 1-7.
2-Kumar, A. and S. Saran, 2003, Closely spaced rectangular footings on sand, Journal of the Institution of Engineers. India. Civil Engineering Division, 84, 27-32.
3-Kumar, J. and P. Ghosh, 2005, Bearing capacity factor N γ for ring footings using the method of characteristics, Canadian geotechnical journal, 42, 5, 1474-1484.
4-Karaulov, A., 2006, Experimental and theoretical research on the bearing capacity of ring-foundation beds, Soil Mechanics and Foundation Engineering, 43, 2, 37-40.
5-Loukidis, D. and R. Salgado, 2009, Bearing capacity of strip and circular footings in sand using finite elements, Computers and Geotechnics, 36, 5, 871-879.
6-Ghazavi, M. and A.A. Lavasan, 2008, Interference effect of shallow foundations constructed on sand reinforced with geosynthetics, Geotextiles and Geomembranes, 26, 5, 404-415.
7-Srinivasan, V. and P. Ghosh, 2013, Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soil, Geomechanics and Geoengineering, 8, 2, 97-106.
8-Naderi, E. and N. Hataf, 2014, Model testing and numerical investigation of interference effect of closely spaced ring and circular footings on reinforced sand, Geotextiles and Geomembranes, 42, 3, 191-200.
9- Choudhary, A., J. Jha, and K. Gill, 2010, Laboratory investigation of bearing capacity behaviour of strip footing on reinforced flyash slope, Geotextiles and Geomembranes, 28, 4, 393-402.
10-Lavasan, A.A. and M. Ghazavi, 2012, Behavior of closely spaced square and circular footings on reinforced sand, Soils and Foundations, 52, 1, 160-167.
11-Abdrabbo, F., K. Gaaver, and E.A. Omer, 2008, Behavior of strip footings on reinforced and unreinforced sand slope, in GeoCongress 2008: Geosustainability and Geohazard Mitigation, 25-32.
12-Fahimifar, A., A. Abdolmaleki, and P. Soltani, 2014, Stabilization of rock slopes using geogrid boxes, Arabian Journal of Geosciences, 7, 2, 609-621.
13-Acharyya, R. and A. Dey, 2018, Assessment of bearing capacity of interfering strip footings located near sloping surface considering artificial neural network technique, Journal of Mountain Science, 15, 12, 2766-2780.
14-Dey, A., R. Acharyya, and A. Alammyan, 2019, Bearing capacity and failure mechanism of shallow footings on unreinforced slopes: a state-of-the-art review, International Journal of Geotechnical Engineering, 1-14.
15-Acharyya, R. and A. Dey, 2020, Assessment of interaction mechanism and bearing capacity of strip footings located on slope face, in SADHANA-ACADEMY PROCEEDINGS IN ENGINEERING SCIENCES, SPRINGER INDIA 7TH FLOOR, VIJAYA BUILDING, 17, BARAKHAMBA ROAD, NEW DELHI
16-Ghazavi, M. and P.F. Dehkordi, 2020, Interference influence on behavior of shallow footings constructed on soils, past studies to future forecast: A state-of-the-art review, Transportation Geotechnics, 100502.
17-Schmüdderich, C., et al., 2020, Bearing capacity of a strip footing placed next to an existing footing on frictional soil, Soils and Foundations, (2020). 60(1): p. 229-238.
18- شوش‌پاشا، ع.  و  کرد, ا.، 1387، بررسی ظرفیت باربری شالوده نواری بر روی دامنه شیب دار با استفاده از روش های عددی و کلاسیک، هفتمین کنگره بین‌المللی مهندسی عمران، دانشگاه تهران، ایران.