Finite Difference "m-k" Method of Calculation of Anchor-stabilizing Piles
YANG You fa
DOI:10.11835/j.issn.1674-4764.2002.01.004
Received ,Revised December 10, 2001, Accepted , Available online July 01, 2015
Volume ,2002,Pages 13-18
- Abstract
Based on the principle of the foundation coefficient " m-k " method,the ginite difference method is presented to analyze the internal forces of a whole prestressed 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 support condition are taken into account.The foundation coefficient "m-k " method applies to the situation that above the slide-surface is soil layer or efflorescence layer,while below the slide-surface is terrane.