CONCRETE CONSTRUCTION - Structural Design - FOUNDATIONS - Bearing Capacity - HIGHWAY SYSTEMS - Performance;
D O I:
暂无
中图分类号:
学科分类号:
摘要:
In the last 30 years multi-layer elastic theory has been applied with some success to the design of flexible pavements, and particularly those with cemented bases. During 1984-1985 the involvement of the authors in an investigation of the performance of some 2000km of very variable strength concrete roads in the Philippines carrying very heavy wheel-loads made it essential to develop a theoretical design procedure relating axle loading, pavement thickness and concrete strength. The present paper arises from that work.
机构:
Univ of Cincinnati, Dep of Civil, & Environmental Engineering,, Cincinnati, OH, USA, Univ of Cincinnati, Dep of Civil & Environmental Engineering, Cincinnati, OH, USAUniv of Cincinnati, Dep of Civil, & Environmental Engineering,, Cincinnati, OH, USA, Univ of Cincinnati, Dep of Civil & Environmental Engineering, Cincinnati, OH, USA
Minkarah, I.
Cook, J.P.
论文数: 0引用数: 0
h-index: 0
机构:
Univ of Cincinnati, Dep of Civil, & Environmental Engineering,, Cincinnati, OH, USA, Univ of Cincinnati, Dep of Civil & Environmental Engineering, Cincinnati, OH, USAUniv of Cincinnati, Dep of Civil, & Environmental Engineering,, Cincinnati, OH, USA, Univ of Cincinnati, Dep of Civil & Environmental Engineering, Cincinnati, OH, USA
Cook, J.P.
Jaghoory, S.
论文数: 0引用数: 0
h-index: 0
机构:
Univ of Cincinnati, Dep of Civil, & Environmental Engineering,, Cincinnati, OH, USA, Univ of Cincinnati, Dep of Civil & Environmental Engineering, Cincinnati, OH, USAUniv of Cincinnati, Dep of Civil, & Environmental Engineering,, Cincinnati, OH, USA, Univ of Cincinnati, Dep of Civil & Environmental Engineering, Cincinnati, OH, USA