The results show that lateral deformation reduces with the increase of depth and degree of soils.

结果表明:围护结构的位移随加固深度及程度的增大而减小,且存在着临界加固深度.

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The lateral deformation of retaining wall is a very important and key variable in excavation engineering.

深基坑围护墙体的侧向位移是基坑开挖与施工中首要控制的变量,也是基坑施工中的关键变量.

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