..............page:97-101
Compaction method of double-frequency and double-amplitude composed vibration
zhong chun-bin1; 2; feng zhong-xu1; yao yun-shi1; ma jun-xing1; dong xiu-hui3; xiao gang4(1.key laboratory for highway construction technology and equipment of ministry of education; chang an university; xi an 710064; shaanxi; china; 2.guangxi liugong machinery limited corporation; liuzhou 545007; guangxi; china; 3.research and design center; china faw group corporation; changchun 130011; jilin; china; 4.institute of aerospace science & technology; shanghai jiaotong university; shanghai 200240; china)
..............page:102-106
..............page:58-63,76
3D plasticity limit analysis of hexahedral sliding wedge for rock slope
wang gen-long1; 2; zhang jun-hui1; yan chang-gen3(1.department of disaster prevention engineering; institute of disaster prevention science and technology; sanhe 065201; hebei; china; 2.institute of geology and geophysics; chinese academy of sciences; beijing 100029; china; 3.school of geology engineering and geomatics; chang an university; xi an 710054; shaanxi; china)
..............page:77-80
..............page:107-110
Design study on the corrugated steel webs
huang qi1; 2(1.school of highway; chang an university; xi an 710064; shaanxi; china; 2.henan provincial communications quality control institute; zhengzhou 450006; henan; china)
..............page:73-76
Experiment on engineering characteristics of soft clay on expressway widening foundation
shu yang1; 2; meng qing-shan3; shu si-qi4(1.school of civil engineering; tianjin university; tianjin 300072; china; 2.lianyungang bureau of construction; lianyungang 222003; jiangsu; china; 3.key laboratory of rock and soil mechanics; chinese academy of sciences; wuhan 430071; hubei; china; 4.department of mechanical engineering; the hongkong polytechnic university; hongkong 999077; china)
..............page:37-42
Anti-shearing performance of asphalt treated base mixtures
jia jin-xiu1; 2; han sen1; xu ou-ming3(1.key laboratory for special area highway engineering of ministry of education; chang an university; xi an 710064; shaanxi; china; 2.xi an municipal engineering design & research institute; xi an 710068; shaanxi; china; 3.school of materials science and engineering; chang an university; xi an 710061; shaanxi; china)
..............page:23-26
Prediction analysis of recycled performance of aged asphalt
zheng nan-xiang1; hou yue-qin2; ji xiao-ping1; 3(1.key laboratory for special area highway engineering of ministry of education; chang an university; xi an 710064; shaanxi; china; 2.department of architecture engineering; qinghai university; xining 810016; qinghai; china; 3.cccc first highway consultants co ltd; xi an 710075; shaanxi; china)
..............page:6-10
Material composition design method for high modulus asphalt concrete
sha ai-min1; zhou qing-hua1; 2; yang qin3(1.key laboratory for special area highway engineering of ministry of education; chang an university; xi an 710064; shaanxi; china; 2.department of highway engineering; shaanxi college of communication technology; xi an 710018; shaanxi; china; 3.school of civil engineering and architecture; southwest petroleum university; chengdu 610500; sichuan; china)
..............page:1-5