预应力对拉式挡土墙受力特征模型试验研究

为研究不同结构参数下预应力对拉式挡土墙的力学行为,设计制作室内模型试验装置,通过研究其力学机理,开展不同预应力水平、不同锚杆布设位置的模型试验。研究结果表明,由于锚杆(索)对墙体的侧向约束作用,在侧向预应力作用下,墙身向填料方向移动,并随着锚杆预应力的增加,墙体由T模式逐渐演化为T+RB模式,墙背土压力逐渐增大,且呈抛物线型分布特征,峰值位于锚杆处。依据试验结果,推荐了最优锚固位置,提出锚杆预应力施加范围及最佳预应力。研究成果可用于指导预应力对拉式挡土墙的设计计算。

Experimental research on mechanical features model of prestressed mutual-anchored retaining wall

To study the mechanical behaviors of the prestressed mutual anchoring retaining walls under different structural parameters, an indoor model test device was designed considering the mechanical mechanism and different prestress levels and different anchor placement positions. The results showed that due to the lateral restraint effect of the anchor (cable) on the wall and under the lateral prestress, the wall moved towards the direction of the filler, and gradually increased with the prestressing of the anchor. It evolved from T-model into the T+RB model. The earth pressure behind the wall gradually increased and it had a parabolic distribution with the peak at the anchor. According to the test results, the optimal anchoring position was recommended, and the range of anchored prestressing and optimal prestressing. The research results could be used to guide the design calculation of the prestressed mutual anchoring retaining walls.