2) road-bridge transition section
路桥过渡段
1.
Comparative analysis of the dynamical characteristic of different types of road-bridge transition section;
不同型式路桥过渡段动力特性对比分析
2.
This paper researches into the settlement of the road-bridge transition section of high-speed railway line,including the comprehensive technical test on Qingshen passenger line for "test and research on the means of setting up the road-bridge transition section".
结合秦沈客运专线,针对高速铁路路桥过渡段沉降问题开展研究。
3.
The reasons and hazards of settlement in road-bridge transition section are analyzed.
分析了目前路桥过渡段沉降跳车危害产生的原因,并通过两个工程实例,探讨并提出避免过渡段沉降危害的预防措施。
3) bridge-subgrade transition section
路桥过渡段
1.
Dynamic response properties of two-way subgrade in bridge-subgrade transition section under moving load
动荷载下路桥过渡段双线路基动力响应特性
2.
Vibration characteristics of high speed railway's bridge-subgrade transition section
高速铁路路桥过渡段振动特性试验研究
3.
According to the field test data of the bridge-subgrade transition section in permafrost regions during 3 years after the construction,the ground temperature variation inside different locations of subgrade and the settlement deformation rules of subgrade basement and subgrade in different locations of the cross and the longitudinal section were analyzed.
根据多年冻土区路桥过渡段路基在竣工后3 a内的现场试验数据,分析了路基不同位置的地温变化、路基基底沉降变形和路基不同位置沿横向及纵向的沉降变形规律。
4) bridge-approach
路桥过渡段
1.
Differential settlement control criteria of bridge-approach on ride comfort;
基于行驶舒适性的路桥过渡段差异沉降控制标准
2.
The people-vehicle-road analysis model has been established through the simplification of bridge-approach with the slab when the vehicle passes the transition section.
在对设置桥头搭板的路桥过渡段路面进行简化后,建立了车辆通过搭板时的人车路垂向振动系统分析模型;通过模态分析方法求解并计算了车辆下桥时的人车系统的位移响应,速度响应和加速度响应;利用所建的人车路系统分析模型对车辆经过路桥段时的振动特性进行了评价;并结合公路线形特点确定了路桥过渡段差异沉降指标与搭板坡差、桥面坡差、车速、载重、搭板长度等因素之间的关系,最终从功能性的角度提出路桥过渡段的搭板容许坡差应不超过0。
3.
The authors study on the mechanics of the treatment to transition section between bridge abutment and embankment with the measures of precompression,reducing subsidence and comprehensive measure,also summarize the settlement character and variation law of treating with bridge-approach,and figure that it is better to adopt proper methods of foundation reinforcem.
针对近年来上海市重大市政桥梁工程桥头跳车的原因和产生的危害进行了分析,研究采用预沉法、减沉法和综合法处理路桥过渡段差异沉降的机理,总结了路桥过渡段沉降特征和变化规律,认为处理路桥过渡段沉降应根据具体地基条件、桥台结构形式、施工技术、工期要求等影响因素采取相应的地基加固方法,才能取得预期的效果。
5) roadbed-bridge transition section
路桥过渡段
1.
Estimate and Deformation Regularity Research on Subgrade in Roadbed-bridge Transition Section of ShuoHuang Railway;
朔黄铁路路桥过渡段路基质量评价及变形规律研究
2.
Judged from the current expressway operation,there is bumping phenomenon widespread at the roadbed-bridge transition section.
从目前已投入使用的高等级公路营运情况来看,在路桥过渡段普遍存在跳车现象。
6) changeover portion between bridge and road
桥路过渡段
1.
With engineering practice, the article first descries the necessity of setting changeover portion between bridge and road and then introduces in details the structural design and construction experience of the changeover portion set above soft clay.
以甬台温铁路为例,文章简要说明了桥路过渡段设置的必要性,着重介绍了软土地区桥路过渡段的结构设计及其施工经验。
补充资料：段家桥
1.即今浙江省杭州市西湖断桥。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条