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《结构与土木工程前沿(英文)》 2021年 第15卷 第4期 页码 895-904 doi: 10.1007/s11709-021-0759-z
关键词: steel bridge deck pavement ultra-high-performance concrete epoxy resin composite structure bending fatigue performance
Pavement sustainability index for highway infrastructures: A case study of Maryland
Stella O. OBAZEE-IGBINEDION, Oludare OWOLABI
《结构与土木工程前沿(英文)》 2018年 第12卷 第2期 页码 192-200 doi: 10.1007/s11709-017-0413-y
关键词: pavement indices sustainability pavement performance flexible pavements
Development and road performance of clear asphalt with high transparency and adhesion
《结构与土木工程前沿(英文)》 2023年 第17卷 第2期 页码 238-255 doi: 10.1007/s11709-022-0898-x
关键词: light-colored asphalt pavement orthogonal test road performance spectral reflectance silane-coupling agent
Hierarchical approach for fatigue cracking performance evaluation in asphalt pavements
Ibrahim ONIFADE, Yared DINEGDAE, Björn BIRGISSON
《结构与土木工程前沿(英文)》 2017年 第11卷 第3期 页码 257-269 doi: 10.1007/s11709-017-0410-1
关键词: fatigue cracking energy based crack initiation mechanistic approach pavement analysis
Structural pavement assessment in Germany
Lutz PINKOFSKY, Dirk JANSEN
《结构与土木工程前沿(英文)》 2018年 第12卷 第2期 页码 183-191 doi: 10.1007/s11709-017-0412-z
Temperature segregation and its impact on the quality and performance of asphalt pavements
Minkyum KIM, Pranjal PHALTANE, Louay N. MOHAMMAD, Mostafa ELSEIFI
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 536-547 doi: 10.1007/s11709-017-0451-5
关键词: temperature segregation temperature differential pavement density semi-circular bending wheel tracking dynamic modulus
詹俞,李国芬,王宏畅
《中国工程科学》 2013年 第15卷 第8期 页码 75-78
结合南京长江第四大桥钢桥面铺装实体工程,开展铺装层混合料20 ℃疲劳性能试验。为了使试验结果能够更真实地反映主桥铺装的实际情况,直接采用主桥铺装使用的混合料成型试件,其中,带钢板复合梁试件为施工现场摊铺、碾压成型。室内试验对铺装结构单层采用劈裂疲劳试验,选择0.2、0.3、0.4、0.5、0.6这5个等级的应力水平,对组合结构采用带钢板复合梁疲劳试验,荷载水平为6 kN、7 kN、8 kN,并通过回归分析得到疲劳方程。
Lingyun YOU, Kezhen YAN, Nengyuan LIU
《结构与土木工程前沿(英文)》 2020年 第14卷 第2期 页码 487-500 doi: 10.1007/s11709-020-0609-4
关键词: asphalt pavement interlayer conditions finite element method artificial neural network back-calculation
Finite element modeling of environmental effects on rigid pavement deformation
Sunghwan KIM,Halil CEYLAN,Kasthurirangan GOPALAKRISHNAN
《结构与土木工程前沿(英文)》 2014年 第8卷 第2期 页码 101-114 doi: 10.1007/s11709-014-0254-x
关键词: jointed plain concrete pavements (JPCP) curling and warping sensitivity analyses rigid pavement analysis and design finite element analysis (FEA)
Analysis of cost effective pavement treatment and budget optimization for arterial roads in the city
Mbakisya ONYANGO, Saliha Ammour MERABTI, Joseph OWINO, Ignatius FOMUNUNG, Weidong WU
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 291-299 doi: 10.1007/s11709-017-0419-5
Many transportation agencies lack sufficient funds to maintain and repair roads, which results into increased pavement maintenance cost. Pavement Management System (PMS) has demonstrated to be an essential tool for proper management of infrastructure and proper utilization of available funds. The University of Tennessee at Chattanooga utilized Micropaver software as PMS tool to conduct a pavement management analysis of principal arterials in the City of Chattanooga. The study used the City of Chattanooga pavement database to create the current and future pavement conditions. Maintenance and repair (M&R) planning analysis was also performed in order to determine the most cost-effective treatment and suggest the optimum utilization of funds for the city. An analysis of five budget scenarios was conducted for a five-year plan using the critical pavement condition index (PCI) method (ASTM D6433). Results show that the backlog elimination budget would be the best scenario because it increases the pavement condition and eliminates the backlog of major maintenance and repairs over the five-year period. The unlimited budget seems though ideal, it does not improve pavement condition. Maintaining current condition and limited budget scenarios would increase both the backlog and the total cost of maintenance and repairs over the analysis period.
关键词: PMS Micropaver pavement budget maintenance rehabilitation
Life-cycle cost analysis of optimal timing of pavement preservation
Zilong WANG,Hao WANG
《结构与土木工程前沿(英文)》 2017年 第11卷 第1期 页码 17-26 doi: 10.1007/s11709-016-0369-3
关键词: pavement preservation life-cycle cost analysis agency cost vehicle operation cost
Zixuan CHEN; Tao LIU; Xiao MA; Hanyu TANG; Jianyou HUANG; Jianzhong PEI
《结构与土木工程前沿(英文)》 2022年 第16卷 第7期 页码 896-908 doi: 10.1007/s11709-022-0856-7
关键词: honeycomb structure plastic pavement dimension optimization mechanical response factor significance
Estimation of flexible pavement structural capacity using machine learning techniques
Nader KARBALLAEEZADEH, Hosein GHASEMZADEH TEHRANI, Danial MOHAMMADZADEH SHADMEHRI, Shahaboddin SHAMSHIRBAND
《结构与土木工程前沿(英文)》 2020年 第14卷 第5期 页码 1083-1096 doi: 10.1007/s11709-020-0654-z
关键词: transportation infrastructure flexible pavement structural number prediction Gaussian process regression M5P model tree random forest
Development of combined transitional pavement structure for urban tram track-road grade crossings
《结构与土木工程前沿(英文)》 页码 1199-1210 doi: 10.1007/s11709-023-0949-y
关键词: urban tram track grade crossing combined track-road transitional pavement polyurethane elastic concrete finite element method
Laboratory and field evaluation of asphalt pavement surface friction resistance
Zhong WU, Chris ABADIE
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 372-381 doi: 10.1007/s11709-017-0463-1
Pavement surface friction is a significant factor for driving safety and plays a critical role in reducing wet-pavement crashes. However, the current asphalt mixture design procedure does not directly consider friction as a requirement. The objective of this study was to develop a surface friction prediction model that can be used during a wearing course mixture design. To achieve the objective, an experimental study was conducted on the frictional characteristics of typical wearing course mixtures in Louisiana. Twelve wearing course mixtures including dense-graded and open-graded mixes with different combinations of aggregate sources were evaluated in laboratory using an accelerated polishing and testing procedure considering both micro- and macro texture properties. In addition, the surface frictional properties of asphalt mixtures were measured on twenty-two selected asphalt pavement sections using different in situ devices including Dynamic Friction Tester (DFT), Circular Texture Meter (CTM), and Lock-Wheel Skid Trailer (LWST). The results have led to develop a procedure for predicting pavement end-of-life skid resistance based on the aggregate blend polish stone value, gradation parameters, and traffic, which is suited in checking whether the selected aggregates in a wearing course mix design would meet field friction requirements under a certain design traffic polishing.
关键词: friction skid resistance polishing PSV LWST micro-texture macro-texture
标题 作者 时间 类型 操作
Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin
期刊论文
Pavement sustainability index for highway infrastructures: A case study of Maryland
Stella O. OBAZEE-IGBINEDION, Oludare OWOLABI
期刊论文
Hierarchical approach for fatigue cracking performance evaluation in asphalt pavements
Ibrahim ONIFADE, Yared DINEGDAE, Björn BIRGISSON
期刊论文
Temperature segregation and its impact on the quality and performance of asphalt pavements
Minkyum KIM, Pranjal PHALTANE, Louay N. MOHAMMAD, Mostafa ELSEIFI
期刊论文
Assessing artificial neural network performance for predicting interlayer conditions and layer modulusof multi-layered flexible pavement
Lingyun YOU, Kezhen YAN, Nengyuan LIU
期刊论文
Finite element modeling of environmental effects on rigid pavement deformation
Sunghwan KIM,Halil CEYLAN,Kasthurirangan GOPALAKRISHNAN
期刊论文
Analysis of cost effective pavement treatment and budget optimization for arterial roads in the city
Mbakisya ONYANGO, Saliha Ammour MERABTI, Joseph OWINO, Ignatius FOMUNUNG, Weidong WU
期刊论文
Structural dimension optimization and mechanical response analysis of fabricated honeycomb plastic pavement
Zixuan CHEN; Tao LIU; Xiao MA; Hanyu TANG; Jianyou HUANG; Jianzhong PEI
期刊论文
Estimation of flexible pavement structural capacity using machine learning techniques
Nader KARBALLAEEZADEH, Hosein GHASEMZADEH TEHRANI, Danial MOHAMMADZADEH SHADMEHRI, Shahaboddin SHAMSHIRBAND
期刊论文
Development of combined transitional pavement structure for urban tram track-road grade crossings
期刊论文