非对称超载对地铁深基坑的支撑不动点调整系数影响

林舒琦,范晓真,徐长节,方焘

Impact of asymmetric overload on fixed-point adjustment coefficient of strut in deep metro excavation

Shuqi LIN,Xiaozhen FAN,Changjie XU,Tao FANG

图 8 不同非对称超载工况下的两侧支撑不动点调整系数

Fig.8 Fixed-point adjustment coefficient of two sides of strut under different asymmetric overload