鞍点问题
This method is proved to be able to solve the calculation problem of main cable linetype control in zero cable saddle pre-bias suspension bridges.
实例验证表明,该方法有效地解决了无索鞍预偏施工控制中主缆线形的计算问题。
And then the problem of seepage stability of Quaternary unconsolidated formation of downstream bank slope of saddle back was appraised.
在此基础上,评价了垭口处下游岸坡第四系松散层的渗透稳定问题。
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