Railway Engineering 2010 Issue 6 xin xi dong tai

xin xi dong tai

..............page:73,130,后插1

Analysis influence of earthquake on transverse deformation of ballast track
xu cai cai ; zhao ping rui ; liu xue yi

..............page:108-110

Influence of large quantity of flyash on volume stability and durability of high-performance concrete
liu hui

..............page:24-27

Study on reinforcing design and analysis of Wanquanhe river bridge\'s piers on Datong-Zhungaer line
jing long jiang ; wang zhi jian ; ma lin ; wang le ran

..............page:7-9

Construction technology of steel tubular arch ribs of concrete-filled steel tubular basket arch bridge
liu zhi bo

..............page:22-24

Study on frost heave deformation features of subgrade on Qinghai-Tibet railway
gao zhi hua ; shi jian ; luo li juan

..............page:94-96,129

Installation and adjusting of formwork of track slab used for CRTS Ⅱ-type ballastless track
huang da chun

..............page:119-121

Finite element dynamic simulation and analysis of cavern under subgrade
xu jian guo ; wang bin ; cai ying chun ; wang fu ming

..............page:91-93

Study on design, manufacture and installation technologies of twisting system in bridge twisting body method
yu chang jun

..............page:1-3

Analysis on bridge structural forms for Guangzhou-Gaoming expressway (Guangzhou section)
liu jin ; zhou yue ming

..............page:16-18

Reinforcing of silt subgrade on Beijing-Kowloon railway and comprehensive prevention and treatment of defects
pan cheng jie

..............page:88-90

Analysis of Bachimen landslide defect on Fuding-Ningde expressway and its treatment countermeasures
zhang liang ; liao xiao ping

..............page:83-85

Study on construction technology of membrane-pocket blockgrouting against super large scale of gushing water
cai hai yan ; liu gui jun

..............page:74-76

Experimental analysis on influence of operating combined train on dynamic performance of bridge and culvert on existing railway
li jie

..............page:28-30

Integral pouring technology of super-long concrete structure
zhou jie hui

..............page:126-129

Experimental study on RIC (Rapid Impact Compaction) method used in filling soil compacting of expressway embankment
dong jin yu ; yang ji hong ; sun wen huai ; wu fa quan

..............page:80-82

Analysis of stress on old and new adhesive surface for in-situ casting bed slab of ballastless track of monolithic concrete bed
wang hui yong ; zuo hong liang

..............page:111-114

Analysis of information construction used for Fengshengding underground street tunnels in Shenzhen
wang jian xin

..............page:64-66

Excavation and enclosure structure of deep foundation pit for metro station and study on its construction technologies
tian xian guo

..............page:61-63

Reliability study on bearing capacity of super-long cast-in-place piles
xu hong tao ; ren sheng jian ; zhang yong xiu

..............page:44-46

Key technologies of design of simply-supported double cell box girder on passenger-dedicated railway at speed 250 km/h
gui

..............page:31-33

Analysis of influential factors on dynamic response of transition zone between turnout and section
chen xiao ping

..............page:100-103

Establishing and application of high-accuracy GIS (Geographic Information System ) spatial database for Newly-built railway project scheduling command system
bai li ; wang fu zhang ; li ping

..............page:97-99

Analysis on application of self-balanced method in uplift piles test
pu you lin ; zhu jie qing ; zhan zhi jun

..............page:86-88

Laying technology of No. 42 simple turnout on ballast
su xing

..............page:114-118

Construction monitoring and simulation analysis of continuousgirder-rigid-frame combined girder bridge
yao min hong ; zhang jun guang

..............page:4-6

Defect analysis of arch bridge deck system with major force beared by steel cross beam and discussion on strengthening scheme
wang shi lei ; gao yan ; zhang yong

..............page:37-40

Analysis of influential factors concerning shear performance of reinforced concrete pier-column
yang ya xun ; huang hua

..............page:18-21

Application and analysis of dynamic triaxial test used in survey and investigation of Wuhan metro line No.2
wang rui fang ; zhang san ding ; gong fu hong ; li yong quan

..............page:55-57

Construction method on large-span steel-truss-arch bridge on Guiyang-Guangzhou railway
li hong zheng ; xue zhi qing

..............page:49-51

Study on temperature stress of welded turnout of continuous-slabtrack on bridge in special operating conditions
zhao cai you ; wang ping

..............page:104-107

Influence of strinkage creep on internal forces in concrete continuous curved box-girder bridge
tong zhi yang

..............page:14-15

Elementary study on bridge pile-foundation drilling slurry rheological property based on Bingham mode
hou zuo yao ; wang kui sheng ; hou shi quan

..............page:41-43

Analysis of heat-structure coupling for tunnel in high earthtemperature zone
guo jin wei ; fang zuo ; lu zhu qing

..............page:77-79

Safety assessment on influence of metro station foundation pit construction on existing rainsewer-ditch
li xing gao ; wang zuo

..............page:70-73

Analysis of ground surface settlement in Xi\'an metro tunnel drived by NATM (New Austrian Tunnelling Method)
li hui ; liu hong fei ; song zhan ping

..............page:58-61

Summarizing on construction technologies of metro tunnel driving passing under rainsewer-ditch by NATM
sun liang

..............page:67-69

Test research on anchoring technology of slab track
wang ji jun

..............page:122-125

Design on static loading test equipments for simply-supported boxgirder on passenger-dedicated railway
lin feng guo

..............page:34-36

Influence of crack on debonding failure of reinforced concrete beams strengthened with CFRP(Carbon Fiber Reinforced Polymer)
huang han lin ; li li juan ; guo yong chang ; liu feng ; zhong gen quan

..............page:52-55

Cause analysis of colour difference on concrete surface of boxgirder and its prevention and treatment
tan jun feng

..............page:47-48

Application of structural optimization theory in tendon-layout of prestressed concrete continuous girder bridge
wang wen qing ; hou guang wei

..............page:10-13