Resource Type

Journal Article 277

Year

2023 4

2022 4

2021 9

2020 8

2019 21

2018 21

2017 11

2016 6

2015 6

2014 5

2013 18

2012 33

2011 12

2010 45

2009 39

2008 8

2007 8

2006 5

2005 2

2004 2

open ︾

Keywords

suspension bridge 21

bridge 16

cable-stayed bridge 12

Sutong Bridge 11

Taizhou Bridge 10

Hong Kong-Zhuhai-Macao Bridge 5

bridge engineering 4

dynamic response 4

steel box girder 4

the Fourth Nanjing Yangtze River Bridge 4

EngineeringAchievements 3

FEM 3

Sutong cable-stayed bridge 3

bearing capacity 3

seismic performance 3

BNLAS 2

Beijing-Tianjin inter-city railway 2

Bridge 2

China 2

open ︾

Search scope:

排序: Display mode:

Recent advances in geosynthetic-reinforced retaining walls for highway applications

Jie HAN, Yan JIANG, Chao XU

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 2,   Pages 239-247 doi: 10.1007/s11709-017-0424-8

Abstract: Geosynthetic-reinforced retaining (GRR) walls have been increasingly used to support roadways and bridgeabutments in highway projects.In recent years, advances have been made in construction and design of GRR walls for highway applicationsFor example, piles have been installed inside GRR walls to support bridge abutments and sound barrierThis system is referred to as a geosynthetic-reinforced soil (GRS)-integrated bridge systems (IBS) or

Keywords: bridge     geosynthetic     highway     reinforced     wall    

Safety of Highway Bridges in China

Zhou Jianting and Zheng Dan

Strategic Study of CAE 2017, Volume 19, Issue 6,   Pages 27-37 doi: 10.15302/J-SSCAE-2017.06.005

Abstract:

With the continuous increase in bridge service life, problems regardingIn this study, the current safety situation and trends in bridge structure are investigated, along withThe status and advantages of China’s bridge security technologies, measures, and policies, as wellFurthermore, policies, technologies, and measures for bridge safety and security are proposed.

Keywords: highway bridge     safety     guarantee     technology    

Dynamic test and finite element model updating of bridge structures based on ambient vibration

HUANG Minshui, ZHU Hongping, LI Lin, GUO Wenzeng

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 2,   Pages 139-144 doi: 10.1007/s11709-008-0028-4

Abstract: The dynamic characteristics of bridge structures are the basis of structural dynamic response and seismicIn this paper, a three-dimensional finite-element model is first established for a highway bridge overa railroad on No.312 National Highway.Based on design drawings, the dynamic characteristics of the bridge are studied using finite elementis selected based on sensitivity analysis and optimization theory; the finite element model of the bridge

Keywords: numerical     effective     Highway     vibration     complex external    

The research on the technology adrancement and construction management of China’s highway bridge

Feng Maorun

Strategic Study of CAE 2011, Volume 13, Issue 10,   Pages 93-98

Abstract:

With sustained development of economy, large scale highway bridge constructionGuided by the policy of "independent construction ,independent in novation", bridge constructionAt the same time, the highway construction management system has been transformed from relying on administrativeThis paper discussed and analyzed project cases and historical experience of the bridge construction

Keywords: highway bridge     self-construction     self-innovation     modern project management     integration     durability    

Structural stability analysis of Sutong Yangtze River Highway Bridge during construction

Zhao Lei,Li Qiao,Zhang Hong,BU Yizhi

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 81-84

Abstract:

According to construction and load action on SuTong Yangtze River HighwayBridge, an analysis model for structural stability was studied and solved through FEM.

Keywords: Sutong cable-stayed bridge     construction     structural stability     safety factor     FEM    

Study on fatigue performance of steel deck pavement for the Fourth Nanjing Yangtze River Bridge

Zhan Yu,Li Guofen,Wang Hongchang

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 75-78

Abstract: p style="text-align: justify;">Based on the steel deck pavement of the Fourth Nanjing Yangtze River Bridgeorder to make the results reflecting the actual situation of pavement more realistically, we used main bridge

Keywords: highway engineering     steel deck pavement     fatigue property     splitting fatigue     fatigue equation    

Key uncertainty events impacting on the completion time of highway construction projects

Alireza MOGHAYEDI, Abimbola WINDAPO

Frontiers of Engineering Management 2019, Volume 6, Issue 2,   Pages 275-298 doi: 10.1007/s42524-019-0022-7

Abstract: encountered in the process of constructing highways, and evaluates their impact on construction time, on highwayThe inquiry process consisted of brainstorming by highway experts and interviewing them to identify theAn uncertainty matrix for South African highway projects was developed, using a quantitative model andIt emerged from the study that the uncertainty events affecting the construction time of highway projectsthat construction time on South African highway projects is significantly related to the social and

Keywords: ANFIS     construction time     impact assessment     highway project     South Africa     uncertainty    

Pavement sustainability index for highway infrastructures: A case study of Maryland

Stella O. OBAZEE-IGBINEDION, Oludare OWOLABI

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 2,   Pages 192-200 doi: 10.1007/s11709-017-0413-y

Abstract: Pavement deterioration creates conditions that undermine their performances, which gives rise to the need for maintenance and rehabilitation. This paper develops a mathematical multi-linear regression analysis (MLRA) model to determine a pavement sustainability index ( ) as dependent variable for flexible pavements in Maryland. Four categories of pavement performance evaluation indicators are subdivided into seven pavement condition indices and analyzed as independent variables for each section of pavement. Data are collected from five different roadways using field evaluations and existing database. Results indicate that coefficient of determination ( ) is correlated and significant, = 0.959. Of the seven independent variables, present serviceability index ( ) is the most significant with a coefficient value of 0.032, present serviceability rating ( ) coefficient value= 0.028, and international roughness index ( ) coefficient value= ?0.001. Increasing each unit value of coefficients for and would increase the value of ; thereby providing a more sustainable pavement infrastructure; which explains the significance of the model and why will most likely impact environmental, economic and social values.

Keywords: pavement indices     sustainability     pavement performance     flexible pavements    

Unified methodology for site-characterization and sampling of highway runoff

Jy S. WU, Craig J. ALLAN,

Frontiers of Environmental Science & Engineering 2010, Volume 4, Issue 1,   Pages 47-58 doi: 10.1007/s11783-010-0003-x

Abstract: and atmospheric deposition are three essential data categories for the planning and implementation of highway-runoffstatistical relationships for characterization and prioritization of the respective pollutant loads at highwaysites in Charlotte, North Carolina, USA, were used to illustrate the development of site-specific highway-runoffunified methodology provides a basis for initial assessment of the pollutant-constituent loads from highwayIn addition, operational guidance is suggested for implementing highway-runoff monitoring programs that

Keywords: highway runoff     pollutant loads     regression models     non-point source pollution     storm water permit    

Mechanical study of steel bridge deck pavement with composite guss asphalt materials

Zhu Huaping,Li Guofen,Cao Mu,Wang Hongchang

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 60-62

Abstract:

At present, the diseases of steel bridge deck pavement in long-span bridgeare still very common, and steel bridge deck pavement has become a difficult problem of long-span bridge

Keywords: highway engineering     steel box girder     finite element model     stress and strain property     dynamic response    

Range of ecological impact of highway construction in the Longitudinal Range-Gorge Region, China

Jie LIU, Fan CHEN, Haiqing GENG, Xinxin QIU, Binbin CAI,

Frontiers of Environmental Science & Engineering 2010, Volume 4, Issue 3,   Pages 349-360 doi: 10.1007/s11783-010-0027-2

Abstract: Methods quantitatively determining the ecological impact of highway construction were discussed, andThe Dabao highway (from Dali to Baoshan) and the Sixiao highway (from Simao to Xiaomengyang) passingecosystem health assessment was introduced to calculate the overall range of the ecological impact of highwayin terms of the minimum living areas required by animal populations and the fragmentation caused by highwayThe results indicate that the zones impacted by highway construction were composed of both regular and

Keywords: range of impact     quantitative analysis     highway construction     Longitudinal Range-Gorge Region    

Performance of seven highway construction contracting methods analyzed by project size

Yuanxin ZHANG, Abdol CHINI, R. Edward MINCHIN Jr., Lourdes PTSCHELINZEW, Dev SHAH

Frontiers of Engineering Management 2018, Volume 5, Issue 2,   Pages 240-250 doi: 10.15302/J-FEM-2018040

Abstract: conventional Design-Bid-Build (DBB) construction contracting method has had various drawbacks exposed in highway

Keywords: alternative contracting methods     time     cost     performance evaluation    

Particulate matter and metals partitioning in highway rainfall-runoff

Gaoxiang YING, John J. SANSALONE,

Frontiers of Environmental Science & Engineering 2010, Volume 4, Issue 1,   Pages 35-46 doi: 10.1007/s11783-010-0009-4

Abstract: This study investigated the particulate matter (PM) and metals in highway dry deposition and rainfall-runoffHighway dry deposition PM was hetero-disperse and coarse ( = 304 µm).

Keywords: stormwater     particulate matter (PM)     turbidity     suspended sediment concentration (SSC)     unit operations     metals     dry deposition     acid rain    

Damage on lining concrete in highway tunnels under combined sulfate and chloride attack

Rongrong YIN, Chenchen ZHANG, Qing WU, Baocheng LI, He XIE

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 3,   Pages 331-340 doi: 10.1007/s11709-017-0421-y

Abstract: from sulfate and chloride is one of the important reasons to cause the damage of lining concrete in highway

Keywords: lining concrete     sulfate     chloride     compression     ultrasonic    

Long highway tunnel experimental study on the abolition of deformation joint

Zhuo Yue,Zou Chong,Yan Zihai

Strategic Study of CAE 2009, Volume 11, Issue 7,   Pages 59-65

Abstract:

Based on the construction of Baojiashan tunnel,the authors used numerical simulation and field test to analyze lining force,deformation and safety in the conditions of setting deformation joint and not. Studies suggest that:a. whether deformation joint is set or not,tunnel's vertical safety can meet the security requirements;b. if we do not set deformation joint for tunnel structure of the horizontal safety,the safety factor increases in V grade rock side,decreases in IV class rock side and reinforcement is needed at this time; when deformation joint is set,IV and V grade-level department of dome rock safety factors are smaller and can not meet the safety requirements,then reinforcement is needed.

Keywords: long highway tunnel     deformation joint     quantitative indicators     numerical simulation     experimental research    

Title Author Date Type Operation

Recent advances in geosynthetic-reinforced retaining walls for highway applications

Jie HAN, Yan JIANG, Chao XU

Journal Article

Safety of Highway Bridges in China

Zhou Jianting and Zheng Dan

Journal Article

Dynamic test and finite element model updating of bridge structures based on ambient vibration

HUANG Minshui, ZHU Hongping, LI Lin, GUO Wenzeng

Journal Article

The research on the technology adrancement and construction management of China’s highway bridge

Feng Maorun

Journal Article

Structural stability analysis of Sutong Yangtze River Highway Bridge during construction

Zhao Lei,Li Qiao,Zhang Hong,BU Yizhi

Journal Article

Study on fatigue performance of steel deck pavement for the Fourth Nanjing Yangtze River Bridge

Zhan Yu,Li Guofen,Wang Hongchang

Journal Article

Key uncertainty events impacting on the completion time of highway construction projects

Alireza MOGHAYEDI, Abimbola WINDAPO

Journal Article

Pavement sustainability index for highway infrastructures: A case study of Maryland

Stella O. OBAZEE-IGBINEDION, Oludare OWOLABI

Journal Article

Unified methodology for site-characterization and sampling of highway runoff

Jy S. WU, Craig J. ALLAN,

Journal Article

Mechanical study of steel bridge deck pavement with composite guss asphalt materials

Zhu Huaping,Li Guofen,Cao Mu,Wang Hongchang

Journal Article

Range of ecological impact of highway construction in the Longitudinal Range-Gorge Region, China

Jie LIU, Fan CHEN, Haiqing GENG, Xinxin QIU, Binbin CAI,

Journal Article

Performance of seven highway construction contracting methods analyzed by project size

Yuanxin ZHANG, Abdol CHINI, R. Edward MINCHIN Jr., Lourdes PTSCHELINZEW, Dev SHAH

Journal Article

Particulate matter and metals partitioning in highway rainfall-runoff

Gaoxiang YING, John J. SANSALONE,

Journal Article

Damage on lining concrete in highway tunnels under combined sulfate and chloride attack

Rongrong YIN, Chenchen ZHANG, Qing WU, Baocheng LI, He XIE

Journal Article

Long highway tunnel experimental study on the abolition of deformation joint

Zhuo Yue,Zou Chong,Yan Zihai

Journal Article