..............page:100-104
Parameter sensitivity analysis of equivalent anchorage length for elevated pile caps
zhou mi1; 2; yuan wan-cheng2; zhang yue1; 3(1.key laboratory for old bridge detection and reinforcement technology of ministry of transportation; chang an university; xi an 710064; shaanxi; china; 2.state key laboratory for disaster reduction in civil engineering; tongji university; shanghai 200092; china; 3.school of architecture and civil engineering; xi an university of science and technology; xi an 710055; shaanxi; china)
..............page:47-52
Residual life forecast method of asphalt pavement based on evenness
qin min1; cao yuan-wen2; liang nai-xing3; lu zhao-feng2; 3(1.school of management; chongqing jiaotong university; chongqing 400074; china; 2.school of mechatronics and automotive engineering; chongqing jiaotong university; chongqing 400074; china; 3.school of civil engineering and architecture; chongqing jiaotong university; chongqing 400074; china)
..............page:14-17
Sharing rates model of different traffic ways in urban comprehensive passenger hub
yuan chang-wei1; 2; chen li3; zhang jing-feng4(1.school of economy and management; chang an university; xi an 710064; shaanxi; china; 2.institute of transportation engineering; tsinghua university; beijing 100084; china; 3.school of highway; chang an university; xi an 710064; shaanxi; china; 4.general team of traffic police; shaanxi province administration of police; xi an 710038; shaanxi; china)
..............page:66-70
..............page:6-9,70
Road performance of warm mix asphalt mixture
guo ping1; 2; qi feng2; mi hai-chen2(1.key laboratory for special area highway engineering of ministry of education; chang an university; xi an 710064; shaanxi; china; 2.xi an highway institute; xi an 710054; shaanxi; china)
..............page:10-13
..............page:105-110
..............page:76-79,110