This method was used on the Maogang River Bridge construction, resulting in a final deflection differing by 2cm from the design value.
泖港大桥应用此法进行控制，其最终挠度与设计值仅差2厘米。
A new measurement of line arrangement for river bend — deflection-tangent is presented, and its theoretical correctness is proved.
介绍了一种新的弯道放线测量方式“偏角一新切线法”，并论证了其理论上的正确性。
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