深基坑开挖致高铁桥墩位移的SVM预测方法
宋旭明,李小龙,唐冕,王天良,程丽娟

SVM prediction method for displacement of high-speed railway piers caused by deep foundation pit excavation
Xuming SONG,Xiaolong LI,Mian TANG,Tianliang WANG,Lijuan CHENG
表 4 超参数设计及相应训练模型回归评价指标
Tab.4 Hyperparameter design and corresponding training model regression evaluation indicators
组号CγYZ
R2RMSE/mmR2RMSE/mm
11005.0000.99990.00320.99990.0004
2702.5000.99990.00310.99990.0004
3100.6000.99980.00600.99530.0048
4110.0890.99680.02910.98070.0097
5300.1000.99890.01760.98490.0086
620.5000.99820.02200.98720.0079
70.051.0000.87710.18170.83680.0283
80.20.0500.84250.20570.74040.0357