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The invention discloses a method for calculating the sliding resistance of anchored piles. The method not only can be used for design calculation of a single row of anchored piles to obtain the smallest sliding resistance and the optimal pipe arrangement positions, but also can be used for optimization design calculation of multiple (double) rows of piles. An engineering project comparison result shows that the array matrix method is more scientific compared with a traditional method. When the array matrix method is combined with the finite element method to be applied to major landslide control engineering, a calculation result is more reliable and reasonable.
The invention discloses a method for calculating the sliding resistance of anchored piles. The method not only can be used for design calculation of a single row of anchored piles to obtain the smallest sliding resistance and the optimal pipe arrangement positions, but also can be used for optimization design calculation of multiple (double) rows of piles. An engineering project comparison result shows that the array matrix method is more scientific compared with a traditional method. When the array matrix method is combined with the finite element method to be applied to major landslide control engineering, a calculation result is more reliable and reasonable.
Method for calculating sliding resistance of anchored piles
LIU YANG (author)
2015-07-22
Patent
Electronic Resource
English
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