Pavement analysis and design

Pavement analysis and design
复制标题

DOI:
--
复制
发表时间:
1997
期刊:
--
影响因子:
--
通讯作者:
Y. Huang
Y. Huang
中科院分区:
其他
文献类型:
--
作者:
Y. Huang

文献摘要

被引文献

相似文献

问题1:一个10英寸的。将没有混凝土路肩的混凝土路面铺设在k值为150 Ω的未处理底基层上。如果路面承受200万次给定轴载,则通过PCA侵蚀标准估算允许的转角挠度。【答案:0.0468英寸】与问题1中的路面相同,但具有混凝土路肩。估算允许的转角偏差。【答案:0.0318英寸】
Problem-1: A 10-in. concrete pavement without concrete shoulders is placed on an untreated subbase having the k value 150 pci. Estimate the allowable corner deflection by the PCA erosion criterion if the pavement is subjected to 2 million applications of a given axle load. [Answer:0.0468 in.] Same pavement as in Problem-1, but with concrete shoulders. Estimate the allowable corner deflection . [Answer: 0.0318 in.]