摘要
简要介绍了经典路面结构分析方法在基本假设、荷载模型、强度理论等方面存在的局限性 。
This paper briefly introduces the limit of the classical pavement structural analytic method used in basic hypotheses, load models and strength theories and puts forward the new development trend aiming at the limit.
出处
《公路交通技术》
2004年第1期16-17,24,共3页
Technology of Highway and Transport
