›› 2003, Vol. 24 ›› Issue (1): 61-64.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Finite difference “k-k” method of calculation of anchor-stabilizing piles

YANG You-fa, XU Shao-qian   

  1. 1. Key Lab for the Exploitation on Southwestern Resources & the Environmental Disaster Control Engineering, Ministry o f Education, Chongqing University, Chongqing 400045, China; 2. Faculty of Civil Engineering，Chongqing University， Chongqing 400045， China
  • Received:2002-01-08 Online:2003-02-10 Published:2014-08-27

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Abstract: Based on the principle of the foundation coefficient “K-K” method，the finite difference method is presented to analyze the internal forces of a whole anchor-stabilizing pile . The calculation and figure treatments are programmed . An example shows that the high precise solution can be obtained if the segments are small enough , though more computing time may be consumed . Obviously , the calculation precision is better than that of traditional method . The results of figure treatments by the program can optimize the construction design of stabilizing piles . Three kinds of supported condition are taken into account. Foundation coefficient “k-k” method applies to the situation that both above and below the slide-surface are terrains.

Key words: foundation coefficient “k-k&rdquo, method , anchor-stabilizing pile , finite difference method

CLC Number: 

  • TU 735.8
  • 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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