... 层间 interlayer 层间接触 interlayer contact 层间连续性 interlayer continuity ...
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The shear stress of nodes changes sharply in short time,its effect is obvious and its value increases within certain thickness. So that,it commands highly for the interlayer contact of pavement,especially on the top of the cracked concrete slab.
目标节点所受到的剪应力在较短的时间内发生交复变换,剪应力效果明显且在一定厚度内有增大的趋势,因此对路面结构的层间接触条件提出了较高的要求,特别是打裂压稳层表面。
参考来源 - 旧水泥混凝土路面打裂施工控制参数及加铺层研究The object of this paper is to analyze the effects of interface conditions, load magnitude and reflective cracking on pavement structure by FEA techniques.
为了能够进一步了解路面结构的受力机理,本文利用有限元力学计算,综合分析层间接触状态、加载特性和路面开裂对路面结构应力的影响。
参考来源 - 沥青路面结构受力机理分析The thesis has analyzed the contact behavior and failure procedure of the interface between the cement concrete slab and base course. Interface contact elements are applied to simulate different interface in the three-dimensional models.
论文分析了水泥混凝土路面面层与基层的接触状态及破坏过程,采用层间接触模型对不同层间处治措施下的路面结构进行了三维有限元分析,得出不同层间处治措施对路面结构荷载应力的影响较大。
参考来源 - 设层间功能层的水泥混凝土路面基层应力分析与结构设计·2,447,543篇论文数据，部分数据来源于NoteExpress
引入横观各向同性弹性本构关系模型作为正交各向异性接触模型，实现路面结构层间接触状态的数值模拟。
Horizontal isotropic elasticity constitutive relation model is taken as orthotropic interface model and used to simulate the interface between horizons of pavement.
为了能够进一步了解路面结构的受力机理，本文利用有限元力学计算，综合分析层间接触状态、加载特性和路面开裂对路面结构应力的影响。
The object of this paper is to analyze the effects of interface conditions, load magnitude and reflective cracking on pavement structure by FEA techniques.
这与泥化错动带中的粘土粒团之间通过较厚的表面溶剂化层间接接触、结构连结弱的特征有关。
This is significantly concerned in the weak bonds between clay domains, the contact of inter-domain has been indirectly brought about by the "thick"surface solvation layers.
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