In landslides remediation works , the mechanical model of traditional stabilizing piles are more like cantilever beams , which makes the calculated bending moments and shearing forces of piles very high , thus the size of the piles bodies are considerably large 普通抗滑樁的受力模式與懸臂梁十分相似,所計算得到的樁身彎矩和剪力往往很大,由此樁的截面尺寸也相當大。