摘要
为了对采用胶粉改性沥青铺筑的实体依托工程防水层有直观的分析,使用有限元软件对桥面板、防水层和铺装层组成的结构体系进行模拟,比较在不同的防水材料弹性模量E和泊松比μ的情况下,结构体系的最大剪力。
In order to analyze waterproof layer of real project, which adopted CRMA, software was used in this text. The structure system was composed of bridge panel, waterproof layer and pavement. The simulation of system was carried through in this paper to compare the max shearing force of structure under the different elastic modulus and of waterproof.
出处
《武汉理工大学学报》
EI
CAS
CSCD
北大核心
2007年第9期38-40,共3页
Journal of Wuhan University of Technology
关键词
胶粉改性沥青
弹性模量
泊松比
crumb rubber modified asphalt
elastic modulus
Poisson ratio