随着社会经济的不断发展,我国公路桥梁事业迎来了良好的发展契机。在桥梁施工中,难免会经过软土地段,受淤泥厚度及含水量的影响,土体有可能给桩柱两侧施加不对称荷载,造成桩基发生一定程度的偏位,降低桥梁安全系数,影响桥梁正常使用。有鉴于此,本文结合工程实例,系统分析顶推法在桥梁桩基纠偏中所具有的积极应用价值。 With the continuous development of social economy, the highway bridge business in our country ushers in a good opportunity for development. In bridge construction, it will inevitably pass through the soft soil area. Affected by the thickness and water content of the mud, the soil may exert asymmetrical loads on both sides of the pile, resulting in a certain degree of deviation of the pile foundation, lowering the safety factor of the bridge, Affect the normal use of the bridge. In view of this, this article combined with engineering examples to systematically analyze the positive application value of push method in the correction of bridge pile foundation.