非对称超载对地铁深基坑的支撑不动点调整系数影响
Impact of asymmetric overload on fixed-point adjustment coefficient of strut in deep metro excavation
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 |
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Impact of asymmetric overload on fixed-point adjustment coefficient of strut in deep metro excavation |
| Shuqi LIN,Xiaozhen FAN,Changjie XU,Tao FANG |
| 图 2 非对称超载基坑的有限元模型 |
| Fig.2 Finite element model of asymmetric overload excavation |
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