| 2. | 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
普通抗滑桩的受力模式与悬臂梁十分相似，所计算得到的桩身弯矩和剪力往往很大，由此桩的截面尺寸也相当大。 |
