润扬大桥南锚工程为一大型深基坑工程。
The South Anchor of Runyang bridge is a super-deep foundation pit.
润扬大桥土样试验的结果证明了此法的可行性。
Results of tests for soil samples taking from Runyang great bridge demonstrated that the application of the method is recommendable.
介绍了润扬大桥南汊北锚碇深基坑工程开挖实例。
In this paper, the excavation work of deep foundation pit for the north concrete anchor of south branch of Runyang Bridge is introduced.
润扬大桥像一条长江横跨在长江上，看起来很壮观。像…
Runyang Bridge across the Yangtze River as one in the Yangtze River, looks very spectacular …
研究成果为润扬大桥北汊斜拉桥的动力测试提供了理论计算数据。
The research results can provide the calculation data for the dynamic test of the North branch of Runyang Bridge.
润扬大桥南锚碇圈梁及首道支撑结构在施工中出现了裂缝问题，曾引起关注。
The enclose girder and first support of south pit of Runyang Bridge were found to come forth cracks at construction.
以润扬大桥斜拉桥为分析对象，提出了扁平钢箱梁结构的多尺度损伤分析方法。
The multi-scale damage analysis method for steel box girder is presented with respect to Runyang Cable-stayed Bridge.
研究结果为润扬大桥南汊悬索桥南北锚碇抗滑结构设计提供了可靠的理论依据和借鉴作用。
The research results can provide a theory foundation for friction structure design of anchors of Runyang Suspension Bridge.
简要介绍润扬大桥北锚碇基础支撑钢管混凝土桩的施工条件、施工工艺和施工过程以及质量检测。
The construction condition, technology and procedure for steel pipe concrete pile supported by anchor foundation at the north, Renyang Bridge and the quality detection are introduced in the paper.
然而，通过润扬大桥声波测试发现，用通常手段得到的大部分岩体的测井波速反而大于岩样波速。
However, according to the result of ultrasonic testing carried out at Runyang Highway Bridge, it is surprised to find that most P-wave velocities of rock mass are higher than that of rock block.
润扬大桥悬索桥主缆在国内首次采用S形钢丝缠丝技术进行主缆防护，其施工工艺与以往采用圆形软钢丝缠丝工艺有所不同。
The main cables of the Suspension Bridge of Runyang Bridge are protected with S-shape wire wrapping for the first time in China.
监测结果分析表明，排桩冻结法是基坑工程的一种可行的施工工法，润扬大桥南锚碇排桩冻结法深大基坑的成功实践为今后类似工程的建设积累了宝贵经验。
The monitor result indicated the ground freezing and pile-support method is viable for deep foundation pit, and the experience was backlog for construction of similar engineering aftertime.
监测结果分析表明，排桩冻结法是基坑工程的一种可行的施工工法，润扬大桥南锚碇排桩冻结法深大基坑的成功实践为今后类似工程的建设积累了宝贵经验。
The monitor result indicated the ground freezing and pile-support method is viable for deep foundation pit, and the experience was backlog for construction of similar engineering aftertime.
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