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本文分析了深基坑支护结构设计中影响土压力大小及分布规律的因素。当采用经典土压力理论进行支护结构设计时，对通过修正设计参数确定合理的设计方案进行了探讨。
This paper analyzes the factors affecting the size and distribution of earth pressure in the design of deep foundation pit supporting structures. When the classical earth pressure theory was used to design the support structure, a reasonable design scheme was determined by correcting the design parameters.