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依据土的流变特性进行深大基坑的支护结构优化,在安全可靠的前提下,创造便捷施工的条件,同时探索时空效应理论指导下挖土、成撑的施工方法.
According to the rheological properties of soil, the deep excavation support structure is optimized. Under the premise of safety and reliability, the conditions for convenient construction are created. At the same time, the construction methods for excavation and support under the guidance of the theory of space-time effects are explored.