Numerical Analysis of the Bearing Capacity of Strip Footing on Reinforced Soil Slope

2015 ◽  
Vol 29 (6) ◽  
pp. 313-317
Author(s):  
Mohammadreza Hamzehpour Ahmadi ◽  
◽  
Adel Asakereh
Keyword(s):  
Numerical Analysis ◽  
Bearing Capacity ◽  
Reinforced Soil ◽  
Strip Footing ◽  
Soil Slope

Effect of the Slope on the Undrained Bearing Capacity of Shallow Foundation

2017 ◽  
Vol 28 ◽  
pp. 32-44 ◽  
Author(s):  
Messaoud Baazouzi ◽  
Mekki Mellas ◽  
Abdelhak Mabrouki ◽  
Djamel Benmeddour
Keyword(s):  
Numerical Analysis ◽  
Bearing Capacity ◽  
Experimental Studies ◽  
Strip Footing ◽  
Shallow Foundation ◽  
Mechanical Parameters ◽  
Vertical Load ◽  
Lagrangian Analysis ◽  
Major Interest ◽  
Explicit Finite Difference

The bearing capacity of shallow foundation near slope has always been one of the subjects of major interest in geotechnical engineering for researchers and practical engineers. This study focuses on the numerical analysis of the undrained bearing capacity for a strip footing near a slope, and subjected to a centered vertical load, using the explicit finite difference code FLAC (Fast Lagrangian Analysis of Continua). Theoretical and experimental studies confirm that, when a strip footing is near a slope, the bearing capacity must be assessed using reduction coefficients. In this study, several geometrical and mechanical parameters have been considered in order to evaluate the effect of the slope on the undrained bearing capacity. The numerical values have been compared with those available in the literature. The results show the influence on the undrained bearing capacity of the location of the footing with respect to the slope.

3d Numerical Analysis of Bearing Capacity of Square Foundations on Geogrid Reinforced Soil

2014 ◽  
Vol 2 (9) ◽  
pp. 416-424
Author(s):  
Mohammad Hossein Keyghobadi ◽  
Ahmad Reza Mahboubi Ardakani ◽  
Masoud Dehghani ◽  
Mohammad Ghanbar Dezfooli
Keyword(s):  
Numerical Analysis ◽  
Bearing Capacity ◽  
Reinforced Soil
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