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1.flexible pavement design
柔性路面设计收藏指正
2.Research on the Beijing Flexible Pavement Design Method andParameters
北京市柔性路面设计方法和参数的研究收藏指正
3.Therefore practical and versatile analysis access is established for the Falling Weight Deflectometer (FWD) on evaluation of capacity of pavement (subgrade,rigid pavement,flexible pavement and composed pavement) and foundation of structures.
从而为进一步深入研究落锤式弯沉仪 (FWD)在各种路基、路面 (刚性路面 ,柔性路面和复合式路面 )以及建筑物地基的结构承载能力评价提供基础 .收藏指正
4.Zhang, Z., Leidy, J.P., Kawa, I. and Hudson, W. R.(2000), “Impact of Changing Traffic Characteristics and Environmental Conditions on Flexible Pavement.” Transportation Research Record 1730, pp.125-131.
黄?雯，「路基土壤含水量变化对铺面永久变形分析之探讨」，国立中央大学土木工程研究所，硕士论文，桃园(2003)。收藏指正
5.Based on the model of stiff-flexible bonding pavement,an analysis is made of the shape of dynamic deflection basin of stiff-flexible bonding pavement subjected to dynamic loads falling weight deflectometer(FWD) on the basis of the three-dimensional(3D) finite-element method in combination with Newmark integration scheme.
在建立了刚柔复合路面结构模型的基础上,应用三维有限元动力学的基本方法,对动载FWD(falling weight deflectometer,落锤式弯沉仪)作用下刚柔复合路面结构路表面的弯沉盆的形态进行了分析.收藏指正
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