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Study on the Friction Transfer Rule of Piles in the Slope under the Vertical Load

The pile friction regular pattern in the slope has much difference with piles in the ground. By using the finite-difference software FLAC3D,the pile friction under the vertical load is studied. The regular pattern and influence factors are analyzed. The results show that there is a significant difference contrasting the friction of both sides of the pile. For the point of value, the friction closed to the slope-side is smaller than the friction away from the slope-side. The average is 60% to 70%. For the distribution, the friction closed to the slope-side decreases rapidly with the depth of the pile. The friction away from the slope-side distributes relatively evenly. The slope ratio and the pile location have a great impact on the friction. The friction has a negative correlation with the slope ratio, and has a positive correlation with the pile distance.