Paper Title:
Mathematical Model for Shear Stress-Strain Relationship of Soil-Concrete Interface during Shear Fracture Process
  Abstract

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.

  Info
Periodical
Key Engineering Materials (Volumes 348-349)
Edited by
J. Alfaiate, M.H. Aliabadi, M. Guagliano and L. Susmel
Pages
881-884
DOI
10.4028/www.scientific.net/KEM.348-349.881
Citation
W. Wang, T. H. Lu, B. X. Sun, "Mathematical Model for Shear Stress-Strain Relationship of Soil-Concrete Interface during Shear Fracture Process", Key Engineering Materials, Vols. 348-349, pp. 881-884, Sep. 2007
Online since
September 2007
Price
US$ 28,-
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