The bearing capacity of two super-long piles of No. 14 pier of an extra-long bridge across Jinghang Canal are detected with self-balanced loading testing method.
应用自平衡法对京杭运河某特大桥14号墩两根大直径超长桩的承载力进行检测。
On the basis of the new conception, a new method for evaluating bridge bearing capacity from load tests is presented.
在此基础上，提出了用荷载试验来评定桥梁承载力的新方法。
The authors expound method decided about actual bearing capacity of bridge. average requests of overload vehicle passing by bridge and review strengthening measurement of bridge.
本文论述了桥梁实际承载能力方法确定及超重车辆过桥的一般要求；同时阐述了桥梁加固措施。
The practice has proved that this test method has great advantage to test large capacity pile in the mountain range, so it has wide application prospect for bridge piles in mountainous hilly area.
实践表明该测试法在山岭条件下具有无可比拟的优势，因此在山岭重丘区桥梁桩基中具有广阔的应用前景。
It proves that this method can not only assess the carrying capacity of the bridge, but also predict and analyze the future carrying capacity of the bridge. Therefore, it is worthy to be widely used.
并且证明这种方法不仅可以对桥梁承载能力做出全面的评估，而且可以对桥梁未来承载能力进行预测和分析，有较好的推广前景。
The test carrying out before and after strengthening shows the method is effective for enhancing integral rigidity and capacity of bridge.
加固前和加固后的荷载试验表明，采用这种加固方案提高了桥的整体刚度和承载力，达到了预期的效果。
Theory and experience results of bridge bearing capacity identified by dynamic and static method are presented.
介绍了桥梁承载能力静动态鉴定的理论、试验结果及软件研制。
For the checking of bridge carrying capacity, normally we use analysis account method, load test method and object research comparative method.
桥梁承载力的检定，常采用分析计算法、荷载试验法和实物调查比较法。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
为研究其竖向承载特性，在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。
Dual none-linearity finite element method is used to analysis the whole behavior and ultimate load-carrying capacity in plane of Dongguan Shuidao Bridge.
采用双重非线性方法，分析了东莞水道特大桥结构受力全过程和面内极限承载力。
To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.
本文在采用自平衡法静载荷试验的基础上，分别对浙江嘉兴和湖州两个工程中的同一场地挤扩支盘灌注桩与普通直孔灌注桩进行对比试验研究。
This method only needs several workings deflections. And then we can assess the bearing capacity of arch bridge on the basis of the finite element program.
本方法只需要取得不同荷载工况下若干点的的挠度值，就可以利用有限元程序对拱桥的承载力作出评定。
This paper introduces the application of self-balance method to determine the bearing capacity of pile in Nanjing Sancha River Bridge.
介绍了自平衡法测试桩基承载力在南京新三汊河大桥中的应用，探讨了这种方法用于水中桥梁工程桩基础的优势。
This paper introduces the application of self-balance method to determine the bearing capacity of pile in Nanjing Sancha River Bridge.
介绍了自平衡法测试桩基承载力在南京新三汊河大桥中的应用，探讨了这种方法用于水中桥梁工程桩基础的优势。
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