摘要
分析了路面板宽度变化、路面裂缝间距变化、路面配筋率变化、路面板厚变化及纤维筋与混凝土粘结刚度系数变化等对路面荷载应力的影响,指出这些因素的变化对路面荷载应力的影响不大或没有影响,在设计时应不考虑纤维筋的加强作用。
Road pavement load stress is influenced by variations of pavement width, pavement joint space, ratio of pavement reinforcement, pavement depth, cohesive grid coefficient between fiber and concrete.The paper points out that these variable factors have less influence on pavement loading stress, and need not consider them in design.
出处
《河北交通职业技术学院学报》
2009年第3期1-4,共4页
Journal of Hebei Jiaotong Vocational and Technical College
关键词
路面工程
荷载应力
玄武岩纤维筋
荷位
pavement project
loading stress
basalt fiber reinforcement
load position