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Improving Transportation Resiliency, Ben Blandford, Erin Lammers-Staats, Emma Gregory 2024 University of Kentucky

Improving Transportation Resiliency, Ben Blandford, Erin Lammers-Staats, Emma Gregory

Kentucky Transportation Center Research Report

Transportation agencies are increasingly more challenged by the effects of extreme weather and national hazards on transportation assets.  Severe weather events in Kentucky have become more frequent and more costly. These extreme events damage transportation assets, increase maintenance costs and strain transportation budgets. Climate models predict changing conditions to occur over the next century that differ from historical data. In Kentucky, models predict a warmer and wetter environment. The goal of this research is to help KYTC plan for extreme weather and natural hazards events, as well as absorb, recover from, and adapt to the resulting damage.  Researchers determined where …


Accelerated Bridge Construction (Abc) Decision Tool, Phil Barutha, Marc Maguire, Elio Saldana, Fray F. Pozo-Lora 2024 University of Notre Dame

Accelerated Bridge Construction (Abc) Decision Tool, Phil Barutha, Marc Maguire, Elio Saldana, Fray F. Pozo-Lora

Nebraska Department of Transportation: Research Reports

This report investigates the creation and assessment of a decision-making tool developed to aid the Nebraska Department of Transportation (NDOT) in determining the suitability of the Accelerated Bridge Construction (ABC) method for bridge replacement projects. The tool utilizes the Analytic Hierarchy Process (AHP) to integrate different criteria, including Average Daily Traffic (ADT), Average Daily Truck Traffic (ADTT), detour time, railroad impact, economy of scale, and the use of typical details, which were found to be paramount in the decision-making process across the state. A sensitivity analysis was conducted to evaluate the tool’s performance and identify the most significant factors influencing …


Effect Of Antioxidant Additives And Recycling Agents On Performance Of Asphalt Binders And Mixtures – Phase Ii, Nitish R. Bastola, Muhammad Ahmad, Mahdieh Khedmati, Jamilla Teixeira, Hamzeh Haghshenas 2024 University of Nebraska-Lincoln

Effect Of Antioxidant Additives And Recycling Agents On Performance Of Asphalt Binders And Mixtures – Phase Ii, Nitish R. Bastola, Muhammad Ahmad, Mahdieh Khedmati, Jamilla Teixeira, Hamzeh Haghshenas

Nebraska Department of Transportation: Research Reports

The use of reclaimed asphalt pavement (RAP) in combination with recycling agents (RAs) (i.e., rejuvenators or softening agents) has gained significant attention from the pavement industry as a sustainable pavement solution, reducing the carbon footprint of manufactured products through the conservation of energy and reduction on the use of raw materials. Current research has found that RAs can improve RAP recycled asphalt mixture’s cracking resistance, while being capable of maintaining their rutting resistance. However, there are some concerns about the effect of RAs on the moisture damage resistance and the long-term performance (aging) of these additives. The current need is …


Economic Contribution Of Kentucky Airports, P. Gayle Marks, Bethany Paris, Bryan Gibson 2024 University of Kentucky

Economic Contribution Of Kentucky Airports, P. Gayle Marks, Bethany Paris, Bryan Gibson

Kentucky Transportation Center Research Report

Airports generate economic impacts that are felt well beyond their physical boundaries by supporting commerce, tourism, and the provision of essential services. To understand the economic contributions of airports throughout Kentucky, researchers collected data from general aviation (GA) airports and commercial service (CS) airports across the state on operational statistics, levels of employment, and usage patterns in calendar year 2022. IMPLAN® econometric models were developed to estimate the economic contributions of the state’s airports. These models show that in 2022 Kentucky’s airports contributed $23.7 billion in total economic output, which equals 9.1 percent of its gross domestic product ($261.5 …


Green Cities And Transportation, Ariadna Reyes-Sanchez, Soheil Sharifi-Asl, Ladan Mozaffarian 2024 University of Texas at Arlington

Green Cities And Transportation, Ariadna Reyes-Sanchez, Soheil Sharifi-Asl, Ladan Mozaffarian

Mavs Open Press Open Educational Resources - Archive

Green Cities and Transportation examines the significance of sustainable transportation projects for mitigating greenhouse gas emissions while supporting transportation equity for vulnerable commuters. The book examines insightful case studies from around the world that can serve as a reference for sustainable transportation initiatives in the U.S. It is organized into three sections: 1) Sustainability, Transportation Equity, and Planning, 2) Case Studies and Lessons from the North and South, and 3) Greenhouse Gas Emissions, Cities, and Mobility.


Transportation Land Use Modeling And Policy, Qisheng Pan, Soheil Sharifi-Asl 2024 University of Texas at Arlington

Transportation Land Use Modeling And Policy, Qisheng Pan, Soheil Sharifi-Asl

Mavs Open Press Open Educational Resources - Archive

Transportation Land Use Modeling and Policy provides a comprehensive introduction to land use and transportation models, offering a detailed exploration of integrated modeling approaches through case studies and real-world examples. It begins with an overview of current transportation planning issues and moves into several chapters dedicated to integrated land-use and transportation models, including Land Suitability, Lowry-type models, and more recent approaches such as MEPLAN and PECAS. The book also examines traditional travel demand modeling (TDM), giving readers a solid foundation in the subject.


Progress And Prospects Of Road Engineering Disease Treatment Technology In Permafrost Regions, GAO Feng, ZENG Xianzhang, ZHONG Wenhua, HUANG Shengyong, ZHANG Junhui 2024 Key Laboratory of Highway Engineering , Ministry of Education , Changsha University of Science & Technology , Changsha , Hunan 410114 , China ;Qinghai Communications Holding Group Co ., Ltd., Xining , Qinghai 810000 , China

Progress And Prospects Of Road Engineering Disease Treatment Technology In Permafrost Regions, Gao Feng, Zeng Xianzhang, Zhong Wenhua, Huang Shengyong, Zhang Junhui

Journal of China & Foreign Highway

Freeze-thaw disasters are key issues affecting the service performance and operational safety of road projects in permafrost regions.Under the combined influence of warming and humidification of the permafrost environment and engineering thermal effects,the degradation of permafrost is accelerating,exacerbating the risk of road freeze-thaw diseases.Roads in these regions are more frequently maintained and repaired to ensure service performance,with a service life lower than designed.Therefore,deepening the understanding of the disaster mechanism of road geotechnical structures and strengthening the study on engineering disease treatment technology are of great significance in promoting the construction and maintenance of high-quality and high-grade highways in frozen regions.This …


Treatment Methods Of Unstable Expansive Soil Slope Excavation In Overlying Rock Layer In Alpine Region, SHI Xiaobo, CUI Guangyan, MOU Chao, WEN Ye, XIE Feng, FU Xiaoyang 2024 Zhangjiakou Tongtai Expressway Service Management Co ., Ltd., Zhangjiakou , Hebei 075061 , China

Treatment Methods Of Unstable Expansive Soil Slope Excavation In Overlying Rock Layer In Alpine Region, Shi Xiaobo, Cui Guangyan, Mou Chao, Wen Ye, Xie Feng, Fu Xiaoyang

Journal of China & Foreign Highway

To deeply study the treatment method for instability of highway cutting slope under the condition of expansive soil overlying rock layer in an alpine region,the comprehensive treatment method of unstable slope under this bad geology was put forward based on the unstable slope project of Zhangbei‒Shangyi Expressway.The governance protection structure consisted of a rigid protection system,drainage system,thermal insulation system,flexible protection system,and waterproof system.The rigid protection system was an anti-slide pile setting at the height of 1/3 of the first grade slope,of which parameters were calculated by cutting the slope of the rock layer in the unstable area to reduce the …


Review Of Snow And Ice Melting Techniques For Road And Bridge In Cold Regions, TANG Liyun, SHAO Haitao, TANG Huaming, QIU Peiyong, DU Xiaoqi, ZHANG Lei, PENG Hui 2024 School of Architecture and Civil Engineering , Xi’an University of Science and Technology , Xi’an, Shaanxi 710054 , China

Review Of Snow And Ice Melting Techniques For Road And Bridge In Cold Regions, Tang Liyun, Shao Haitao, Tang Huaming, Qiu Peiyong, Du Xiaoqi, Zhang Lei, Peng Hui

Journal of China & Foreign Highway

Snow and ice melting of road and bridge surfaces is crucial for traffic safety,but current research on snow and ice melting techniques mainly focuses on engineering effects and technical evaluation,without the analysis and elaboration from the perspective of their mechanisms.To this end,based on the different mechanisms,this study divided snow and ice melting techniques into three types and summarized them:passive deicing,active deicing,and energy utilization deicing.This study systematically evaluated the advantages and disadvantages of traditional deicing methods such as deicing agents and mechanical deicing,analyzed two active deicing techniques,namely inhibitive freezing pavement and phase change material pavement,discussed the environmental-friendly method for road deicing …


Properties And Application Of Cement Improved Loess Under Low Temperature Environment In Cold Region, LI Xiangyang 2024 Gansu Highway Development Center , Lanzhou ,Gansu 730030 , China

Properties And Application Of Cement Improved Loess Under Low Temperature Environment In Cold Region, Li Xiangyang

Journal of China & Foreign Highway

According to the cold climate and low annual average temperature in cold regions of China,the field curing conditions of cement improvement of collapsibility loess under low temperature,room temperature,and medium temperature were simulated at 5 ℃,10 ℃,20 ℃,and 30 ℃,respectively.Based on laboratory experiments,this study analyzed the effects of curing temperature,cement content,and curing age on RCBR,unconfined compressive strength,and dynamic resilience modulus of cement improved loess.The effects of cement content and curing temperature on freeze-thaw durability and erosion resistance of cement improved loess were studied by the freeze-thaw cycle test and dynamic water erosion test.Combined with the laboratory results,the 4% and 5% cement …


Effect Of Chloride Ions On Salt Expansion Of Salinized Subgrade Fill Soil In Cold Regions, HU Wenzhu, WANG Zhaowei, CAO Yong, ZHANG Jing, BAI Ruiqiang 2024 China Communications First Public Bureau Haiwei Engineering Construction Co ., Ltd., Beijing 101119 , China

Effect Of Chloride Ions On Salt Expansion Of Salinized Subgrade Fill Soil In Cold Regions, Hu Wenzhu, Wang Zhaowei, Cao Yong, Zhang Jing, Bai Ruiqiang

Journal of China & Foreign Highway

Salinized subgrade fill soil in cold regions typically comprises composite saline soil rich in sodium chloride and sodium sulfate.This study aimed to explore the mechanism of the effect of chloride ion content on salt expansion of the salinized subgrade in cold regions.Based on the calculation theory of the sodium chloride-sodium sulfate-water ternary system solution in the Pitzer ion model and combined with the FREZCHEM model,the study quantitatively analyzed the intrinsic connection between water activity,freezing factor,and supersaturation ratio with temperature and concentration ratio (η=mCl-/mSO2-4).It investigated the variation patterns of the freezing temperature and crystallization supersaturation ratio of composite saline soil with …


Model Test On Soil Deformation Mechanism And Damage Mode Caused By Mud Leakage From Drilled Piles In Karst Area, JIANG Mingying, CHEN E ’mei, LIU Yongcheng, ZHU Yadong, JIANG Wenkui, XIE Ruiting 2024 Yunnan Qujing Transportation Construction Investment Group Co ., Ltd., Qujing , Yunnan 655000 , China

Model Test On Soil Deformation Mechanism And Damage Mode Caused By Mud Leakage From Drilled Piles In Karst Area, Jiang Mingying, Chen E ’Mei, Liu Yongcheng, Zhu Yadong, Jiang Wenkui, Xie Ruiting

Journal of China & Foreign Highway

Pile holes are often drilled through cavities in karst areas,which induces mud leakage and causes hole wall instability,ground collapse,or equipment trapping and hinders smooth construction.It is important to know the collapse mechanism of boreholes due to mud leakage,so as to optimize and determine the construction process of pile holes.In this paper,indoor model tests were used to study the deformation mechanism and damage mode of soil caused by drilling through cavities and mud leakage in pile holes under the conditions of upper clay and lower sandy soil in the karst area,so as to provide an experimental basis for the decision of …


Back‑Calculation Of Subgrade Modulus Based On Genetic Algorithm And Viscoelasticity Theory, DAI Fugui, WANG Xihui, WU Yaguang, LI Hai 2024 China Road & Bridge Corporation ,Beijing 100011 ,China

Back‑Calculation Of Subgrade Modulus Based On Genetic Algorithm And Viscoelasticity Theory, Dai Fugui, Wang Xihui, Wu Yaguang, Li Hai

Journal of China & Foreign Highway

To improve the applicability of the PFWD detection method for the back-calculation of subgrade modulus,taking the subgrade splicing project of the west loop line in Nairobi as an example,this paper adopted 3D Kelvin viscoelasticity model and quasi-static response analysis to deduce the displacement function of viscoelastic subgrade under long-term fixed loads,and combined the principle of liner superposition of viscoelasticity with genetic algorithm to propose a new method based on multi-population genetic algorithm for the modulus back-calculation of viscoelastic subgrade.Among them,the corresponding program for back-calculation was written by Matlab.The comparison between theoretical derivation and field tests shows that the peak value …


Correlation Between Pavement Distress And Structural Hidden Distress, LIU Xianming, XIA Han, HU Dongping, YAN Chen, YANG Rui, ZHONG Xinran 2024 Shandong High-Speed Engineering Testing Co ., Ltd., Jinan , Shandong 250003 , China

Correlation Between Pavement Distress And Structural Hidden Distress, Liu Xianming, Xia Han, Hu Dongping, Yan Chen, Yang Rui, Zhong Xinran

Journal of China & Foreign Highway

The hidden distress in the pavement structure does great harm to the performance and service life of the road.In this work,based on the statistical idea of pavement distress rate in the Highway Performance Assessment Standards (JTG 5210—2018),an index of characterizing hidden distress in the pavement structure,namely pavement structure distress rate,was proposed.Based on the actual highway inspection project,the pavement distress and the hidden distress in the depth of 1 m below the pavement of a two-way four-lane highway with a length of 38 km were studied.The overall situation of pavement distress and hidden distress and their spatial distribution were analyzed statistically …


Review Of Evaluation Methods For Mixing Workability Of Asphalt Mixture, DONG Fuqiang, ZU Yuanzhe, YU Xin, CHEN Bei, LIU Lin 2024 College of Civil and Transportation Engineering , Hohai University Nanjing , Jiangsu 210098 , China

Review Of Evaluation Methods For Mixing Workability Of Asphalt Mixture, Dong Fuqiang, Zu Yuanzhe, Yu Xin, Chen Bei, Liu Lin

Journal of China & Foreign Highway

To clarify the evaluation methods an d research status of mixing workability of asphalt mixture, by consulting relevant research literature in China and abroad and analyzing different evaluation methods,indexes,and research findings of the workability of asphalt mixture,the applicability and evaluation effects of different workability evaluation methods were systematically summarized,and the comparative analysis and comprehensive review were made on the main influencing factors of the mixing workability.The results show that in most evaluation methods for the mixing workability of asphalt mixture,corresponding indexes are constructed to quantitatively evaluate the workability by quantifying the resistance or energy consumption in the mixing process.Besides,in some …


Research Review Of Biomass Ash As Concrete Admixture, MA Bicong, LIANG Jian, WENG Yiling 2024 Guangxi Road and Bridge Engineering Group Co ., Ltd., Nanning , Guangxi 530200 ,China

Research Review Of Biomass Ash As Concrete Admixture, Ma Bicong, Liang Jian, Weng Yiling

Journal of China & Foreign Highway

In order to provide a comprehensive overview of research progress in the use of biomass ash as concrete admixture,the physical and chemical properties,mechanism of action,factors affecting the production process of biomass ash,and the effects of biomass ash incorporation on the working properties,mechanical properties,and durability of concrete were studied.The results show that biomass ash has a smaller density and a larger specific surface area than traditional mineral admixture,and the total amount of active components,namely SiO2 + Al2O3 + Fe2O3 (SAF) in most biomass ashes exceeds the requirements of class F volcanic ash (≥70%).Incorporating biomass ash can effectively improve the mechanical properties …


Structural Repair And Performance Evaluation Of Aged Sbs Modified Asphalt, XU Guang, LI Qishi, KUANG Huaping, ZHANG Henglong, ZHOU Ruibo, CHEN Yanmei 2024 Hunan Guoxin Pavement Environmental Protection Material Co ., Ltd., Zhuzhou , Hunan 412100 , China

Structural Repair And Performance Evaluation Of Aged Sbs Modified Asphalt, Xu Guang, Li Qishi, Kuang Huaping, Zhang Henglong, Zhou Ruibo, Chen Yanmei

Journal of China & Foreign Highway

To rejuvenate the excellent performance of aged styrene-butadiene-styrene (SBS) modified asphalt,colza oil bio-asphalt (COA) and polymethylene polyphenyl isocyanate (PAPI) were used in this study for adjusting the asphalt components and repairing SBS molecular structure,respectively.The above-mentioned dual regeneration mechanism was verified by comparing the effects of different rejuvenation components on the physical and rheological properties,as well as the molecular weight distribution of short-term aged SBS modified asphalt.Moreover,according to the change law of rheological properties of unaged base asphalt and SBS modified asphalt under the effect of dual regeneration agent,the influence of the regeneration agent on the phase angle platform area was …


Compaction Characteristics Of Granular Material And Its Structural Mechanical Behavior Considering Orthotropy, HUANG You, ZHANG Yunbao, LIU Zhaohui, PAN Yu, LIU Zebin, FANG Ronghai 2024 Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety of Ministry of Education , Changsha University of Science & Technology , Changsha , Hunan 410114 , China;School of Traffic & Transportation Engineering , Changsha University of Science & Technology , Changsha , Hunan 410114 , China

Compaction Characteristics Of Granular Material And Its Structural Mechanical Behavior Considering Orthotropy, Huang You, Zhang Yunbao, Liu Zhaohui, Pan Yu, Liu Zebin, Fang Ronghai

Journal of China & Foreign Highway

The orthotropy of granular materials is closely related to the compaction process and has a significant impact on the mechanical behavior of pavement structures.In this study,in order to study the effect of the compaction process on the orthotropy of granular materials,different compaction methods and compaction energies were employed to compact granular materials for pavement into specimens,and improved dynamic resilient mechanical tests were conducted.Orthotropic coefficients (α2) of typical granular materials were obtained,and the finite element method was used to conduct mechanical analysis of asphalt pavement structures considering the orthotropy of granular materials.The results show that the dry density of specimens by …


Effect Of Basalt Fiber On Strength Of Cement‑Stabilized Macadam Base, SHU Hongbo, TANG Zhengguang, ZHANG Yanhong, BU Xilian, LIANG Dong 2024 Faculty of Civil Engineering and Architecture , Kunming University of Science and Technology , Kunming ,Yunnan 650500,China

Effect Of Basalt Fiber On Strength Of Cement‑Stabilized Macadam Base, Shu Hongbo, Tang Zhengguang, Zhang Yanhong, Bu Xilian, Liang Dong

Journal of China & Foreign Highway

To study the performance of basalt fiber in improving the poor angularity of the crushed cobble base,based on the orthogonal test,this paper determined that the optimal dosage of basalt fiber in the cement-stabilized crushed cobble was 1 kg/m3 (15 mm) + 2 kg/m3 (25 mm).Besides,unconfined compressive strength and splitting strength tests were carried out on mixtures under three working conditions including the cement-stabilized crushed cobble,cement-stabilized crushed cobble with the optimal dosage of basalt fiber,and cement-stabilized macadam (limestone machine-crushed stone ).The results show that influenced by the aggregate angularity,the strength of the cement-stabilized macadam (limestone machine-crushed stone ) mixture is better …


Vessel Collision Force And Anti‑Collision Performance Of Long‑Span Beam‑Arch Composite Rigid Frame Bridge, ZHANG Wenming, WANG Zhiwei, LAI Yaping 2024 School of Civil Engineering , Southeast University , Nanjing ,Jiangsu 211189 , China

Vessel Collision Force And Anti‑Collision Performance Of Long‑Span Beam‑Arch Composite Rigid Frame Bridge, Zhang Wenming, Wang Zhiwei, Lai Yaping

Journal of China & Foreign Highway

Beam-arch composite rigid frame bridge is a new bridge type,and it has few vessel collision studies.By taking the Lijia Jialing River Bridge as the engineering background,the standard value of vessel collision force and anti-collision performance of the long-span beam-arch composite rigid frame bridge were studied.After determining the representative vessel type and vessel collision calculation conditions,the vessel-bridge collision processes of the single-pier models under various calculation scenarios were simulated by using ANSYS/LS-DYNA nonlinear finite element transient dynamic software.The simulation results of collision forces were compared with the results of several empirical formulas.Finally,the full bridge model and the ultimate bearing capacity of …


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