昆明市环城南路地铁站深基坑降水设计

DEWATERING DESIGN OF DEEP FOUNDATION PIT OF HUANCHENG SOUTH ROAD METRO STATION IN KUNMING

以昆明轨道交通1、2号线换乘站环城南路站为例,结合基坑支护结构体系和工程地质条件等因素,通过计算分析对基坑降水方案进行优化设计并进行风险评估,降水效果及对周围环境的影响进行研究,为在昆明地区老滇池片区泥炭土区域的类似工程提供参考。

Taking the Huancheng South Road Station, the transfer station of Kunming Rail Transit Lines 1 and 2 as an example, combined with the foundation pit support structure system and engineering geological conditions and other factors, the foundation pit dewatering scheme is optimized through calculation and analysis and risk assessment is carried out. The effect and impact on the surrounding environment are studied to provide a reference for similar projects in the peat soil area of the Laodian Lake area in Kunming.