华南地区某双幅斜拉桥主梁锚座轮廓的变更。
The main beam anchor outline of one twin beams cable—stayed bridge in the south China area was changed.
其中三座大桥的桩基试验采用了自平衡试桩法，另一座大桥的桩基试验采用的是传统的锚桩——反力梁体系。
Self-balanced Testing Method was performed to several piles of three bridges and the conventional anchored pile method to another respectively.
其中三座大桥的桩基试验采用了自平衡试桩法，另一座大桥的桩基试验采用的是传统的锚桩——反力梁体系。
Self-balanced Testing Method was performed to several piles of three bridges and the conventional anchored pile method to another respectively.
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