Transportation Science & Technology 2014 Issue 4 Design of Super-high Pier and Long-span Continuous Rigid Frame Bridge

Design of Super-high Pier and Long-span Continuous Rigid Frame Bridge
Wei Dingchao;,Wu Hui;,Yang Guangqiang;

..............page:1-3,4

zuo shi zu he gong qiao jun yun wen du zuo yong xiao ying shu zhi fen xi yu shi ce dui bi
du zuo ;, tang zhi ;

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

Mechanical Analysis of Steel-concrete Beam at Negative Monment Region
CaoLijuan;

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

Analysis of Mechanical Behavior of Special-shaped Tied Arch Bridge without Wind Bracing
XiongLipeng;

..............page:10-12,13

Influence of Setting Number of Double Limb Pier Collar Beam on the Seismic Response of Long-span Continuous Rigid Frame Bridge with High-rise Piers
RaoYigang;

..............page:13-16

Research on Section Stress Monitoring in Process of Prestressed Continuous Girder Bridge Cantilever Construction
Li Qiang;,Su Kun;

..............page:17-20

Study on Effect of Suspender Damages of Tongwamen Bridgeon on Change of Cable Forces
XIEGuanmo;,ZHANGLong;

..............page:21-23,24

Study on Influence Factors of Midspan Sag in Prestressed Concrete Continuous Rigid Bridge
ChengHaiqian;,DengZehua;,LiChen;,ZongWei;

..............page:24-26

luo jiao he da qiao he zai shi yan ji suan fen xi yu yan jiu
wu hang ;

..............page:27-28,29

mai dong feng de shu zhi mo ni
huang wei wen ;, zhang xie dong ;

..............page:29-31

Analysis and Treatment Measures of Bearing Reaction of Curve Steel Box Girder
Liu Zhengwei;,QianYuanyuan;,Zou Liqiong;

..............page:32-34,35

Study on Closed Condition of Stress-free Status Control Method for Cable-stayed Bridge
FanZhonglin;,LiaoYuan;

..............page:35-38

Study on Checking Method of Bearing Capacity of Masonry arch Ring Reinforced by Increasing Section Area
NiLing;,Yang Feng;

..............page:39-41,83

FEM Computation Study of the Design State of Xiangyang Hanj iang the Third Bridge
XieGuanmo;,Zheng Bing;

..............page:42-44,48

Study on Matter-element-analysis-based Evaluation for Road and Bridge Damage-grading
DuanZhuangzhi;,WanYinzhong;,ZhouJie;

..............page:45-48

Causes Analysis of Cracks in Long Span Continuous Rigid Frame Bridge
HeDan;,ZhangQuanyang;

..............page:49-52

Research and Application on New Bridge Triangular Tower Scaffold
Jia Zhijian;,Wan Yufan;,Zhang Guangqiao;

..............page:53-55

Seismic Damage Assessment of Damaged RC Frame
YuanKun;

..............page:56-58,59

mou hun ning tu lian xu liang qiao ding tui shi gong kong zhi fen xi
liang tian fu ;

..............page:59-61

Study on the Environmental Impact of the Construction of Yingwuzhou Yangtze River Bridge
XiaoYingxue;

..............page:62-64,77

The Sensitivity to the Effecting Factors of Geogrid-reinforced Embankment Slope
Hujianping;,HuYouchang;,ShenJunmin;,ZhaoJianbin;

..............page:65-67

Analysis of Rock Slope Failure Mode Identification Method Based on Structural Plane Control
QuGuangxiu;

..............page:68-70,71

gong lu beng ta yan dui ti lu ji wen ding xing fen xi ji chu zhi fang an
gu yu ;

..............page:71-73

Highway Retaining Wall Grouting Technology of Slope
LiYunkai;

..............page:74-77

Design of Drainage Monitoring Software Based on LABVIEW
GuYunqiu;,HuZheng;,LiaoYuanjiang;,RuanHongrong;

..............page:78-80

Investigation and Treatment Strategy of Guanghui Expressway Asphalt Pavement Disease
HuGuoxiang;,LiuPing;,LiuXingdong;,WangMengxia;,Yang Dongyun;,ZhaoJinsong;

..............page:81-83

mou tiao shan qu guo dao gai kuo jian gong cheng de lu xian fang an bi xuan
zhu jun ;

..............page:84-86,90

Combination Optimization of Landslide Survey Methods
ZhaoLei;

..............page:87-90

mou gao su gong lu wa fang lu ji hua po cheng yin fen xi ji zhi li cuo shi
liu chao yue ;, zhang wei hua ;

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

yuan xing kang hua zhuang zai mou gao su gong lu hua po zhi li zhong de ying yong
ou yang qiu zuo ;

..............page:94-95

Discussion on Application of Pavers with Wide Width and Large Thickness
XueWanpin;

..............page:96-98,99

Reflections on the Implementation Risk Assessment in Comprehensive Transportation Planning
WangBo;

..............page:99-102

gao su gong lu shou fei zhan yong du wen ti de tan tao
sun hui ren ;

..............page:103-105

Study on Maintain Management Mode of Expressway Based on the Diversified Investment
Wang Jianping;

..............page:106-108

yan tu can shu dui gong lu sui dao wei yan wen ding xing ying xiang de shu zhi mo ni yan jiu
hua zuo ;

..............page:109-111

Stress Analysis and Deformation Failure Treatment of the Shallow Tunnel Tunnels Based on the Finite Element
Wang Pengpeng;,WangYahui;

..............page:112-114

ming wa sui dao shen ji keng kai wa de an quan fang hu shi gong ji shu
zhang fu shan ;

..............page:115-117

CFD Modulation and Experimental Verification of Fire Hazard in Highway Tunnel
Zheng Shibiao;

..............page:118-120

cheng shi gui dao jiao tong xian lu she ji fa zhan fang xiang tan tao
xu zhen ting ;

..............page:121-123,160

Analysis of Front Subframe Welding and Manufacturing Technology
YinGang;

..............page:124-126

Experimental Research on Road Performance of Basalt Fiber Crushed Stone Seal
HuYufeng;,Li Zhigang;,Yu Zhengyi;

..............page:127-129

Research and Application of Rej uval Fog Seal Technology
ZhangYongqiang;

..............page:130-132

li qing jin zi fa ce li qing hun he liao zui da li lun xiang dui mi du
he zhi zeng ;

..............page:133-135

ji yu dsr shi yan de tla gai xing li qing gao wen xing neng yan jiu
zhao hong yuan ;

..............page:136-137,138

The Effect of Foamed Asphalt Content on the Fatigue Performance of Cold Recycled Mixtures
ZhouBing;

..............page:138-140

Calculation and Analysis of Lock Head Floor Based on Juxtaposed Hinged Spatial Foundation Beam Method
ChenEnwang;,HeLiangde;

..............page:141-144

yong mo hu ceng ci fen xi fa ping gu hai gang liang ban shi gao zhuang ma tou de an quan xing
cheng zuo ;

..............page:145-146,147

nei he hang dao hun ning tu gong cheng mo kuai hua ji shu chu tan
chen hong qi ;

..............page:147-149

The Construction Method Research about the Combination of Five-head Small Diameter Mixing Piles and High Pressure Pendulum Jet
KongFanlong;

..............page:150-153

bo an tie mian shi gong gong yi
li feng ;

..............page:154-155,156

chuan zha gong cheng hun ning tu zhi liang tong bing de fang zhi
yin si hong ;

..............page:156-158

qian tan chuan zha qi bi ji de guan li yu wei hu
zhu qiang ;

..............page:159-160