结果表明：不管采用哪一种施工顺序，中墙均受偏压荷载的作用并向埋深较浅侧倾斜。
The result shows that on matter which construction order is adopted, the midwall will always slant to the side of shallower depth of cover.
随着基础侧限埋深的减小，基础刚度降低，相互作用体现得更加明显。
With the decrease of foundation embedment, the foundation stiffness is decreased, and the interaction become more evidently.
当地下埋深管线两侧受到不同的附加压力时，由于压差的存在使管线发生了弯曲变形。
When a buried pipeline undergoes the different additional pressure, it will distort and become deformed due to the pressure difference.
应用推荐