Mathematical Model for Shear Stress-Strain Relationship of Soil-Concrete Interface during Shear Fracture Process
2007 ◽
Vol 348-349
◽
pp. 881-884
◽
Keyword(s):
Description of shear stress-strain relationship for soil-concrete interface during shear fracture process plays an important role in experimental and numerical studies of soil-structure interaction. In this paper, deficiency of traditional hyperbolic model for the shear stress-strain relationship is analyzed, firstly. Then, a new model with 3 parameters for it is established, which can overcome the deficiency of hyperbolic model. Finally, good agreements have been found between the proposed model and laboratory tests.
Keyword(s):
2011 ◽
Vol 261-263
◽
pp. 1804-1808
◽
2021 ◽
Vol 298
◽
pp. 123890
2003 ◽
Vol 18
(9)
◽
pp. 2068-2078
◽
Keyword(s):
2004 ◽
Vol 274-276
◽
pp. 241-246
◽
2014 ◽
Vol 2014
◽
pp. 1-7
◽