Sand pile reinforcement increases the consolidating speed and confine the lateral deformation and consistently decrease the lateral displacement of soft ground.
砂桩加固处理加快了软土层的固结速率，起到了限制侧向变形的作用，减小了软基的侧向位移。
The horizontal lateral displacement of reinforced concrete or rail anti-slide piles is measured by setting up borehole incline-tube in pile.
通过在大截面钢筋混凝土和钢轨抗滑桩身埋设钻孔测斜管，监测得二类抗滑桩的水平侧向位移。
Individual pile should be kept driving continuously while earth squeezing should be avoided to ensure bearing capacity and minimized lateral displacement.
每根桩宜连续施打到底，并采取措施减少挤土现象，以保证桩的承载力和防止产生过大的桩身位移。
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