›› 2007, Vol. 28 ›› Issue (2): 336-342.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Test study on mechanism of shear-slip of anchorage in suspension bridge

YOU Xiao-min, HUANG Hong-wei   

  1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2005-04-14 Online:2007-02-10 Published:2013-08-28

Abstract: According to the mechanics of anchorage, the importance of researching the interaction between anchorage and ground is discussed. Based on theoretical analysis, the process of the relative-slip between soil and anchorage is composed of three phases; and the mechanism of each phase is explained respectively. And then, the distribution of shear stress in each phase and the distribution of tangential displacement of the interface are presented. After that, a model test of anchorage is carried out with the geometrical scale of 1:100. By analyzing the test results, the propositions in theoretical analysis are performed.

Key words: shear stress, relative-slip, anchorage, model test, interface

CLC Number: 

  • TU 443
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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