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Bearing capacity of shell strip footing on reinforced sand [PDF]
Journal of Advanced Research, 2015 In this paper, the ultimate load capacities of shell foundations on unreinforced and reinforced sand were determined by laboratory model tests.
W.R. Azzam, A.M. Nasr
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ESTIMATION OF (Nγ) FOR STRIP AND CIRCULAR FOOTINGS USING THE METHOD OF CHARACTERISTICS
Diyala Journal of Engineering Sciences, 2011 By using the method of characteristics (commonly referred to as the slip line method), the values of the bearing capacity factor Nγ were computed for rigid surface strip and circular footings with smooth and rough bases. The analyses of bearing capacity
Lamyaa Najah Snodi
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Application of Random Forest Regression in the Prediction of Ultimate Bearing Capacity of Strip Footing Resting on Dense Sand Overlying Loose Sand Deposit [PDF]
Journal of Soft Computing in Civil Engineering, 2019 The paper presents the prediction of the ultimate bearing capacity of the strip footing resting on layered soil (dense sand overlying loose sand) using random forest regression (RFR). In this study, 181 data collected from literature were used.
Rakesh Dutta, Tammineni Rao, Ajay Sharma
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Journal of Advanced Research, 2012 This paper presents the results of laboratory model tests on the influence of deep excavation-induced lateral soil movements on the behavior of a model strip footing adjacent to the excavation and supported on reinforced granular soil.
Mostafa El Sawwaf, Ashraf K. Nazir
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Model Tests on Strip Footing on Reinforced Sand
Journal of King Saud University: Engineering Sciences, 1992 Results of bearing capacity tests on model strip footing on sand layers show beneficial effect of reinforcement with fibrillated polyproyplene fibers. The ratio of the width of the reinforced zone to the footing width (L/B) has been varied from zero to ...
Talal O. Al-Refeai
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Behavior of a strip footing on reinforced soil subjected to inclined load [PDF]
MATEC Web of Conferences, 2018 This study investigates the behavior of a strip footing under inclined load on reinforced sandy soil by using experimental model. The effect of the load inclination angle (α), number of geogrid layers (N) and the relative density (RD) on the bearing ...
Abbas Jawdat
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Behavior of strip footing on reinforced sand slope
Journal of Civil Engineering and Management, 2015 This study evaluated the effects of single, double, and triple reinforcing layers on the bearing capacity ratio (BCR) of strip footing on a sand slope system.
Enas B. Altalhe +2 more
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Tikrit Journal of Engineering Sciences, 2017 This study investigates the “bearing capacity” of a strip footing subjected to inclined and “eccentric load” on geogrid reinforced sandy soil by using physical modeling.
Jawdat K. Abbas, Mohammed A. Al-Zandi
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Wedge Foundation in Expansive Soils [PDF]
Engineering and Technology Journal, 2009 The object of this study is to find a construction solution to the problem of expansive soils by suggesting of a new shape of the conventional footing which has a sharp edge, this footing is named a “wedge footing” which is considered as an alternative ...
Mohammad A. Al-Neami, Farah S. Al-Jabary
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Proceedings of the International Conference of Contemporary Affairs in Architecture and Urbanism-ICCAUA, 2022 Owing to the comeback of small-scale models, this paper presents results of an experimental study based on the effect of underground circular voids on strip footing placed on the edge of a cohesionless slope and subjected to eccentric loads. The bearing
Tarek Mansouri +3 more
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