1) maximum deflection for surface layer
路表最大弯沉
2) 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。
3) Surfacing deflection
路表弯沉值
4) maximum allowable deflection
最大容许弯沉
1.
By using a double-layer elastic system model,the stress and deflection of asphalt overlay were analyzed,the minimum resilient modulus and maximum allowable deflection on rubblized cement concrete pavement related to different traffic volumes and asphalt overlay thicknesses were discussed.
将碎石化处治的旧水泥混凝土路面层视为宏观均匀、各向同性的线弹性体,采用双层弹性层状体系模型,深入分析了碎石化旧水泥混凝土路面上沥青加铺层的应力、弯沉变化规律,给出了对应不同交通量及沥青加铺层厚度下碎石化旧路面顶面最小回弹模量值,以及碎石化旧路面顶面最大容许弯沉值。
5) pavement surface course deflection
路面表面弯沉
6) the maximum ground settlement
地表最大沉降量
1.
The paper using FEM firstly analyses some factors which affect the maximum ground settlement during the excavation in soft soil; and then analyses the influence of the variable width and depth of passive strengthening zone on the deformation of retaining wall, and some valuable conclusions are drawn.
本文用有限元法首先就软土地基基坑开挖过程中，影响周围地表最大沉降量的几个因素进行了系统的分析；接着还分析了基坑被动加固区的深度和宽度变化对基坑变形的影响，得到了一些有实用价值的结论，供工程实践参考。
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。
参考词条