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。
The horizontal lateral displacement of reinforced concrete or rail anti-slide piles is measured by setting up borehole incline-tube in pile.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
从适用条件、侧向土压力计算、抗滑移稳定验算等几个方面探讨了扶壁式钢筋混凝土挡土墙的设计。
From the condition of acceptability, the calculation of lateral earth pressure, and the checking computation of anti-sliding stability, etc.
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