路桥(涵)过渡段,transition section of the highway and bridge
1)transition section of the highway and bridge路桥(涵)过渡段
2)bridge culvert transition桥涵过渡段
英文短句/例句
1.On the Stuffing and Construction of Graded Gravel for Transition Zone in the High Speed Rail Bridge;浅淡高速铁路桥涵过渡段级配碎石的填筑施工
2.Application of grouting treatment on connection between bridge basement and highway subgrade浅谈灌浆法处理技术在桥涵与路基过渡段的应用
3.Research on Uniformity Stiffness of Road-Culvert Transition Section in Raising Speed Existing Rail Line;既有线提速路涵过渡段刚度平稳过渡研究
4.Finite element static analysis of the track on roadbedbridge transition section铁路路桥过渡段长度有限元静力分析
5.Study on Rigid-flexibility Transition Structures and Deformation Control to Embankment of Behind Bridge Culvert桥涵台背刚柔过渡型处理措施及变形控制研究
6.An Analysis of the Bumping Phenomenon at the Roadbed-bridge Transition Section of Expressways高速公路路桥过渡段桥头跳车现象研究的分析
7.Design and Construction of Highway and Bridge Transitional Section in High Class Highway高等级公路路桥过渡段结构的设计与施工
8.Test and Research on Construction Technique for Road-Bridge Transitional Zone on High-Speed Railway;高速铁路路桥过渡段施工技术试验研究
9.Study on Transition of Road Bed of High Speed Railway and Bridge;高速铁路路基与桥梁过渡段问题的研究
10.Research on Dynamic Properties and Strengthening Measures in Bridge-Subgrade Transition Section of Shuohuang Railway朔黄铁路路桥过渡段力学响应及加强措施研究
11.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
12.Experimental Study on Bridge-approach Roadbed Dynamic Characteristic under High-speed路桥过渡段路基速度动力特性试验研究
13.Test Study on the Dynamic Performance of the Track Structure at the Transition Section between Bridge and Plain Track路桥过渡段轨道结构的动力性能试验研究
14.The Influence of Slab Performance on Differential Settlement of Bridge-approach路桥过渡段差异沉降对搭板性能的影响
15.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
16.Field Test on Subgrade-Culvert Transition Performance of Ballastless Track and Subgrade FEM Analysis on Suiyu Railway;遂渝铁路无砟轨道路涵过渡段性能实车测试及路基结构FEM分析
17.Differential Settlement Control Criterion of Bridge-Approach and People-Vehicle-Road Interaction;路桥过渡段差异沉降控制标准与人车路相互作用
18.Dynamic Performance Analyses and Experiment Study on Bridge/Approach Embankment of High-Speed Railway;高速铁路路桥过渡段动力学特性分析及工程试验研究
相关短句/例句
bridge culvert transition桥涵过渡段
3)roadbed-culvert transition section路涵过渡段
1.Study on dynamic stress -strain inroadbed-culvert transition section for DIDLG;动力分散型机车在路涵过渡段的动应力-应变研究
4)road-bridge transition section路桥过渡段
parative analysis of the dynamical characteristic of different types ofroad-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 theroad-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 theroad-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 inroad-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。
5)bridge-subgrade transition section路桥过渡段
1.Dynamic response properties of two-way subgrade inbridge-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"sbridge-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 thebridge-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。
6)bridge-approach路桥过渡段
1.Differential settlement control criteria ofbridge-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 ofbridge-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 withbridge-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。
延伸阅读
涵涵1.水波晃动貌。 2.雄浑自然貌。
