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1)  subgrade deflection
路基弯沉
1.
Therefore this paper put forward new corrections for highways of Xinjiang region through systemic study to solve the problem of the acceptance standards about subgrade deflection and pavement deflection in different seasons.
本文最后提出三种符合新疆地区公路路基弯沉验收标准修正方法:弯沉变异性修正法、变含水量对比修正法和理论最大干密度修正法;以及两种路面弯沉验收标准修正方法:简化公式法和结构层模量变化修正法。
2)  road surface deflection
路面弯沉
1.
Through analyzing the methods deficiency in being which are used to back calculated pavement layer moduli,the scaled boundary finite element(SBFE)is introduced to solve road surface deflection.
通过分析现有路面模量反演方法存在的不足,将比例边界有限元方法引入路面弯沉的求解中来,通过其与传统有限元的结合,解决了传统有限元方法由于人工边界的引入而存在的问题。
3)  surface deflection
路表弯沉
1.
Road surface deflection analysis under moving load;
移动荷载下路表弯沉响应分析
2.
Using 3-D numerical simulation, this paper reports the impact of pavement structural module on pavement surface deflection, compressive stress and tensile stress at the bottom of surface and base respectively.
从三维数值分析的角度 ,分别从路表弯沉、面层和基层内的压应力及拉应力等方面说明了结构层模量及基层条件对路面结构力学响应的影响。
3.
The multi-index system including the surface deflection,the flexural-tensile stress at the bottom of semi-rigid base,and the rutting,were taken,when designed of heavy load pavement,to build up the formula for axle load conversion based on deflection,flexural-tensile stress and rutting,respectively,thus providing a reliable method for design of heavy load pavement.
在重载道路路面设计时采用路表弯沉、半刚性基层层底弯拉应力及车辙多指标体系,分别建立了以弯沉、弯拉及车辙等效的轴载换算公式,为重载路面的设计提供了一种可靠的设计方法。
4)  pavement deflection
路面弯沉
1.
This article describes the development meaning of the laser pavement deflection measuring instrumentation,the measuring theory,the structure of the instrument and the critical technology.
叙述了激光路面弯沉测定仪的原理、仪器结构以及技术关键。
2.
Therefore this paper put forward new corrections for highways of Xinjiang region through systemic study to solve the problem of the acceptance standards about subgrade deflection and pavement deflection in different seasons.
目前,新疆地区路基路面弯沉验收标准修正时季节修正系数难于确定,现行规范弯沉验收标准没有充分考虑季节变化、材料强度变化及不同检测时间等对路基路面弯沉的影响。
3.
Finally, a FE analysis of pavement deflection is conducted by using the present constitutive model, showing that the intermingle of polymer fibers in asphalt concrete improves efficiently viscelastic property of pavements.
应用该模型对路面弯沉变形进行了有限元分析,结果表明:纤维的加入有效的改善了沥青混凝土路面的粘弹性性能。
5)  road surface dynamic deflection
路面动弯沉
6)  Surfacing deflection
路表弯沉值
补充资料:长春冷弯型钢总厂生产的异形冷弯型钢


长春冷弯型钢总厂生产的异形冷弯型钢


  长春冷弯型钢总厂生产的异形冷弯型钢
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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