通过作用于刚性金属垫板上的一组液压千斤顶加载。
Loading was achieved through a battery of hydraulic jacks acting on a rigid metallic distribution plate.
在纠倾过程中采用了顶升纠倾横向加载推进法。
Propping transverse loading pushing approach was applied in the deviation rectification course.
对悬臂式抗滑桩，桩身位移随时间的延长不断增大，桩顶位移最大，加载至桩破坏时，其破坏面在拟滑面附近；
For cantilevered anti-slide pile, displacement of pile increase continuously with time, the topper displacement is max. The failure envelope is nearby design failure surface when load achieve extreme.
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