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应用本文推导的对拉式加筋土拌墙的土压力公式成功地设计了一座高15m的对拉式加筋土挡墙，并在施工过程中对墙的侧向位移进行了观测。结果表明：随着墙的增高，墙底部的侧向位移增大，当墙加高至10m时，墙底部的侧向位移接近最大值，与墙的侧向土压力随墙高的变化规律一致，从而验证了该土压力计算方法的合理性。
Applying the formula of earth pressure on the reinforced soil-stabilized wall deduced in this paper, a 15m-high reinforced earth retaining wall was successfully designed, and the lateral displacement of the wall was observed during the construction process. The results show that with the increase of the wall, the lateral displacement of the bottom of the wall increases. When the height of the wall is increased to 10m, the lateral displacement of the bottom of the wall is close to the maximum, which is consistent with the variation law of the lateral earth pressure of the wall with the height of the wall. This verifies the rationality of this earth pressure calculation method.