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本文就坑底土层局部加固对支护结构位移的影响效果和规律,结合工程实例,并从理论上进行了分析研究.理论和实例分析表明,坑底土层局部加固是减小支护结构位移的一种较为有效的方法.
In this paper, the effects and laws of the partial reinforcement of the pit bottom soil on the support structure displacement are combined with engineering examples and analyzed theoretically. Theoretical and practical analysis shows that local reinforcement of the pit bottom soil layer is to reduce the displacement of the support structure. A more effective method.