摘要
基于弹性力学的基本理论,综合考虑温缩应力和干缩应力对裂缝的影响后,提出了水泥稳定碎石基层预锯缝间距的计算公式,分析了基层厚度、温差和锯缝间距的关系。并且以重庆地区为例,给出了不同基层厚度锯缝间距的建议值。
Basing on the basic theory of elasticity, the computation formula of the pre-cracking spacing of cement-stabilized crushed-stone base is proposed, with the consideration of stress-reduction and shrinkage stress on the impact of cracks. And then the relationship among basic thickness, temperature difference and the spacing of pre-cracking is analyzed. Taking Chongqing region as an example, the recommendation values of the spacing of pre-craeking at different basic thickness are given.
出处
《重庆交通大学学报(自然科学版)》
CAS
北大核心
2009年第1期74-76,共3页
Journal of Chongqing Jiaotong University(Natural Science)
基金
重庆交通委员会科技项目(JK2007-31)
关键词
半刚性基层
锯缝间距
反射裂缝
semi-rigid base
the spacing of pre-cracking
reflection crack