scholarly journals Slip-line field solution for ultimate bearing capacity of a pipeline on clay soils

2012 ◽  
Vol 2 (5) ◽  
pp. 051004 ◽  
Author(s):  
Fuping Gao ◽  
Bo Zhao
1981 ◽  
Vol 48 (3) ◽  
pp. 493-499 ◽  
Author(s):  
Z. Lisowski ◽  
T. Stolarski

An analysis of friction junction formed by a pair of interacting hemispherically shaped surface asperities was carried out. Depending on the maximum geometrical interference of the asperities junction deformation can be elastic or plastic. Elastic junctions were analyzed using Hertz solution. Depending on whether the junction is welded or nonwelded it was assumed that the interfacial shear stress is constant and equal to or less than the bulk shear strength of the weaker material. Solution for the case of plastic junction was approximated by Green’s slip-line field solution.


Engineering ◽  
2011 ◽  
Vol 03 (12) ◽  
pp. 1225-1233 ◽  
Author(s):  
Oluleke O. Oluwole ◽  
Olayinka Olaogun

1980 ◽  
Vol 102 (4) ◽  
pp. 310-314 ◽  
Author(s):  
W. A. Morcos

Lee and Shaffer’s slip line field solution [11] for orthogonal cutting is generalized to the free oblique continuous cutting problem in plane strain. Comparison of the results as predicted by this solution with those of the plane strain modified Merchant model [8] and experimental results is achieved for some key metal cutting parameters. It is shown that in some respect, the plane strain modified Merchant model [8] predicts values of parameters which are closer to experimental results.


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