Geotechnical interpretation of the method ACN-PCN

被引:0
|
作者
Garcia Perez, Leticia [1 ]
Quevedo Sotolongo, Gilberto [1 ]
机构
[1] Univ Cent Villas, Fac Construcciones, Ctr Invest Estruct & Mat CIDEM, Las Villas, Cuba
来源
REVISTA DE LA CONSTRUCCION | 2008年 / 7卷 / 01期
关键词
method ACN - PCN; OACI; load capacity; deformation; lineal establishment; non lineal establishment; CBR; evaluation of air hints; hint aeroportuaria; number classification airship; number classification pavement;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Presently work the characteristics of the method of evaluation of hints of airports (ACN - PCN), settled down by the OACI are exposed, Also a relations hip settles down among the method ACN - PCN and the analyses for deformation and resistant capacity of the pavement, you being determined that it means from both points of view that the condition exists PCN = ACN. it is demonstrated that the design condition for load capacity is completed or it is very near the condition limit and that the deformation (for a load repetition) it is among permissible values, whenever we are in the condition ACN = PCN, in a general way he/she is an equivalent procedure to the ACN - PCN, but based on the designs by deformation and load capacity, which are much less empiric.
引用
收藏
页码:84 / 93
页数:10
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