4.7 Article

Pavement stiffness measurements in relation to mechanical impedance

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 102, 期 -, 页码 455-461

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2015.10.191

关键词

Mechanical impedance; Stiffness; Resilient modulus; Thin layer surfacing; Tyre-road noise

向作者/读者索取更多资源

The mechanical impedance is a measure of the ability of a structure to resist motion when subjected to a given force. It has been considered related with tyre-road noise level of road surface. However, this parameter is seldom used to characterize mixtures in asphalt mixture design. In this study, the relationship between the mechanical impedance and the pavement stiffness is investigated based on laboratory and in-situ measurements. Mechanical impedance is tested by an impedance hammer device, while the stiffness is measured by the indirect tension test (ITT) method. Different types of road surfaces are taken into account, including thin layer noise reducing surfacing, dense surface and poro-elastic road surface. The influences of mixture compositions on mechanical impedance and stiffness are discussed. Statistical relationship between the stiffness and the mechanical impedance is developed based on the measurement results. Advices for noise reducing road surface design by considering mechanical impedance are given according to the research findings. (C) 2015 Elsevier Ltd. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.7
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

Review Construction & Building Technology

Critical Responses of Flexible Pavements Under Superheavy Loads and Data-Driven Surrogate Model

Yongsung Koh, Halil Ceylan, Sunghwan Kim, In Ho Cho

Summary: This paper introduces an efficient and structured analysis method for predicting damages that can occur in flexible pavement subjected to superheavy load (SHL) loading. Existing methodologies including the superposition method and the nucleus segment approach are used to characterize the loading range and magnitude of each SHL. A set of experimental matrices considering pavement properties and loadings from the nucleus segment of each SHL are performed to identify potential damages by SHLs on flexible pavement. Critical pavement responses under SHLs and a reference vehicle (FHWA class 9 truck) are determined and damage ratios are calculated for each SHL compared to the reference vehicle. An advanced statistical prediction model, Generalized Additive Model (GAM), is constructed as a data-driven surrogate model for predicting target responses of flexible pavements.

INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY (2023)

Review Construction & Building Technology

A review of electrically conductive concrete heated pavement system technology: From the laboratory to the full-scale implementation

Md Lutfor Rahman, Amir Malakooti, Halil Ceylan, Sunghwan Kim, Peter C. Taylor

Summary: Transportation agencies in cold regions often face economic losses due to the inefficiency and environmental hazards of traditional ice and snow removal techniques. This study discusses the challenges of implementing electrically-conductive concrete for heated-pavement systems to make it economically attractive.

CONSTRUCTION AND BUILDING MATERIALS (2022)

Article Construction & Building Technology

Evaluation of Engineering Properties of Recycled Aggregates and Preliminary Performance of Recycled Aggregate Base Layers

Haluk Sinan Coban, Bora Cetin, Halil Ceylan, Tuncer B. Edil, William J. Likos

Summary: Although there have been numerous studies on constructing recycled aggregate base (RAB) layers using recycled aggregates, there is limited information on the impact of the gradation of recycled concrete aggregate (RCA) materials and the combined use of RCA and recycled asphalt pavement (RAP) materials in such layers. This study aimed to address these knowledge gaps by constructing test cells with RAB layers using different gradations of RCA materials and a blend of RCA and RAP materials. The evaluation of the engineering properties of recycled aggregates and the preliminary performance of the constructed RAB layers were conducted through physical characteristic determination, resilient modulus (MR) tests, falling weight deflectometer (FWD) tests, and temperature monitoring.

JOURNAL OF MATERIALS IN CIVIL ENGINEERING (2022)

Article Construction & Building Technology

Evaluation of long-term performance of recycled aggregate base (RAB) layers and optimization of their design thicknesses

Haluk Sinan Coban, Bora Cetin, Halil Ceylan, Tuncer B. Edil, William J. Likos

Summary: To reduce the use of natural aggregates in base layers, researchers have started using recycled aggregate base (RAB) as an alternative. However, there is limited information about the engineering properties of recycled concrete aggregate (RCA) materials with different gradations and the blends of RCA and recycled asphalt pavement (RAP) materials. Additionally, there is a lack of practical application of using a mechanistic-empirical (ME) design method to optimize RAB layer thicknesses. This study conducted laboratory tests to determine the physical and engineering properties of base layer aggregates and evaluated the long-term performance of full-scale test cells built in the field using falling weight deflectometer (FWD) tests, rutting measurements, and soil temperature monitoring over a two-year period. An ME design procedure was used to optimize RAB layer thicknesses.

ROAD MATERIALS AND PAVEMENT DESIGN (2023)

Article Engineering, Civil

Structural and Fatigue Analysis of Jointed Plain Concrete Pavement Top-Down and Bottom-Up Transverse Cracking Subjected to Superloads

Yongsung Koh, Halil Ceylan, Sunghwan Kim, In-Ho Cho

Summary: This paper investigates and analyzes the damage of jointed plain concrete pavements caused by superheavy vehicles. By considering non-standardized loading configurations, critical pavement responses and fatigue damage ratios are calculated using finite element analysis and transfer functions, enabling the determination of potential damage to the pavement system by different types of superheavy vehicles.

TRANSPORTATION RESEARCH RECORD (2022)

Article Engineering, Civil

Comprehensive in-situ freeze-thaw monitoring under a granular-surfaced road system

Derya Genc, Jeramy C. Ashlock, Bora Cetin, Halil Ceylan, Kristen Cetin, Robert Horton

Summary: Annual freeze-thaw cycles have a significant impact on granular-surfaced roadways in cold regions. This study used a comprehensive subgrade sensor network to analyze data and found asymmetrical behavior under the road surface. The temperature, water content, and matric potential were found to be correlated during freezing and thawing periods.

TRANSPORTATION GEOTECHNICS (2022)

Article Construction & Building Technology

Accuracy assessment of light detection and ranging system measurements for jointed concrete pavement surface geometry

Shuo Yang, Ahmad Alhasan, Halil Ceylan, Sunghwan Kim, Bo Yang

Summary: This study verifies the accuracy and precision of stationary LiDAR system for pavement surface geometry measurements through laboratory and field tests.

ROAD MATERIALS AND PAVEMENT DESIGN (2023)

Article Construction & Building Technology

Identifying the best mixing procedure practice for ready-mix concrete plant production of carbon fibre reinforced electrically conductive concrete

Md Lutfor Rahman, Amir Malakooti, Halil Ceylan, Sunghwan Kim, Peter C. Taylor

Summary: Electrically-conductive concrete (ECON) can generate heat to melt ice on pavement by applying an electrical voltage, providing a viable alternative to traditional snow removal methods. This study aimed to determine the suitable mixture proportions and procedures for carbon fiber (CF)-reinforced ECON produced by a ready-mix concrete plant. The study found that CF degrades with increased mixing time and a twelve-minute mixing time produced the best-performing ECON with desirable electrical resistivity and heat-generation rate. Further research is recommended to improve CF dispersion and reduce the dosage rate and construction cost of ECON.

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING (2023)

Article Construction & Building Technology

Evaluating the impact of overweight trucks on rigid pavement performance using AASHTOWare pavement ME design

Nazik Citir, Praveen Gopisetti, Halil Ceylan, Sunghwan Kim

Summary: The purpose of this study is to evaluate the impact of overweight vehicles on pavement performance, particularly Jointed Plain Concrete Pavements (JPCPs). The Long-Term Pavement Performance database was used to analyze data and estimate pavement performance and service life. The findings showed that exceeding the legally-allowed gross vehicle weight limit could cause more damage to pavement than exceeding the axle weight limits.

ROAD MATERIALS AND PAVEMENT DESIGN (2023)

Article Engineering, Civil

Assessment of Life-Cycle Benefits of Bio-Based Fog Sealant for Low-Volume Asphalt Pavement Preservation

Bo Yang, Yang Zhang, Halil Ceylan, Sunghwan Kim

Summary: Bituminous pavement can deteriorate due to oxidation of bitumen, but multiple preservation methods, such as fog seal, have been implemented to prolong its lifespan. Innovative sealants derived from biomass, including a soybean-based sealer, have shown potential in preserving asphalt roads. This study conducted a comprehensive life-cycle cost analysis on a low-volume asphalt pavement treated with a bio-based fog sealant, and found that applying three treatments at five-year intervals was the most cost-effective option.

TRANSPORTATION RESEARCH RECORD (2023)

Article Engineering, Civil

Mechanistic Basis for Permit Fee Decision of Superloads Traveling on Low-Volume Roads Using Structural Damage Evaluation

Yongsung Koh, Halil Ceylan, Sunghwan Kim, In Ho Cho

Summary: Superloads, such as Implements of Husbandry and Superheavy Loads, often travel on low-volume county or municipal roads to avoid disrupting highway traffic flow. These superloads have the potential to cause greater damage to low-volume roads than regular vehicles. This study used a layered elastic theory-based analysis to assess damage to flexible pavements and granular roads caused by superloads, and suggested permit fees based on damage-associated costs related to traffic, road structure, material, and treatment types for different road conditions.

TRANSPORTATION RESEARCH RECORD (2023)

Article Engineering, Civil

Development of Pavement Performance and Remaining Service Life Prediction Tools for Iowa Jointed Plain Concrete Pavement Systems

Orhan Kaya, Nazik Citir, Halil Ceylan, Sunghwan Kim, Danny R. Waid

Summary: Moving Ahead for Progress in the Twenty-First Century (MAP-21) requires US state highway agencies to use performance-based approaches for decision-making processes, and a remaining service life (RSL) model is considered useful in the pavement management decision-making process. Statistical and artificial neural network (ANN) models were developed for Iowa jointed plain concrete pavement systems (JPCP), with statistical model suitable for project level analysis and ANN model suitable for network level analysis. Excel-based automation tools were created to predict future performance and estimate RSL values, aiding in better-informed pavement management decisions. The study also provides a better understanding of RSL and factors affecting project and network level RSL.

JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS (2023)

Article Construction & Building Technology

Sensitivity Evaluation of Short Jointed Bonded Concrete Overlay of Asphalt Pavement in AASHTOWare Pavement ME Design

Leela Sai Praveen Gopisetti, Halil Ceylan, Sunghwan Kim, Bora Cetin

Summary: BCOA-ME is a popular rehabilitation method for distressed asphalt concrete pavements. It addresses limitations of similar procedures used by state highway agencies. The study reports sensitivity analyses of PMED design inputs for predicted longitudinal fatigue cracking.

INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY (2023)

Article Construction & Building Technology

Evaluating and modeling aggregate loss of Otta seal for low-volume roads

Md Jibon, Masrur Mahedi, Bo Yang, Halil Ceylan, Sunghwan Kim

Summary: Otta seal technology has attracted significant interest from road engineers in Iowa as an economical alternative for low-volume road construction, preservation, and rehabilitation. However, there is a lack of sufficient research on this technology in the United States, with only field experience in Norway serving as a guideline. Laboratory tests were conducted on Otta seal specimens prepared using Iowa local aggregates to investigate the effect of various factors on aggregate loss, including aggregate and binder types, application rate calculation methods, and gradation. The results showed that material type variation did not significantly affect aggregate loss, and using recycled aggregates in Otta seal construction demonstrated satisfactory performance. The modified McLeod method was found to have the lowest aggregate loss for Otta seal specimens, and models were developed to predict aggregate loss based on easily measurable material properties.

CONSTRUCTION AND BUILDING MATERIALS (2023)

Proceedings Paper Engineering, Geological

Effect of Cyclic True-Triaxial Boundary Types on Stress-Strain Behavior of Unbound Material

Ceren Aydin, Haluk Sinan Coban, Mustafa Hatipoglu, Bora Cetin, Halil Ceylan

Summary: The stiffness characteristics of pavement foundation layers are crucial for long-term pavement performance. The resilient modulus (MR) is a key parameter to evaluate the behavior of geomaterials under continuous traffic loads. In this study, the effects of boundary type and stress history on the stiffness characteristics of an unbound geomaterial were determined using a cyclic true-triaxial device. The results showed that rigid boundary conditions resulted in higher MR in both vertical and horizontal directions, and the anisotropy ratios for mixed-type and rigid boundary conditions were determined.

GEO-CONGRESS 2023: GEOTECHNICAL SYSTEMS FROM PORE-SCALE TO CITY-SCALE (2023)

Article Construction & Building Technology

Study on the mechanical performance damage in laboratory-simulated periodic salt environment for asphalt concrete

Qi Jiang, Wei Liu, Shaopeng Wu, Xuanwen Gou

Summary: This study analyzes the erosion mechanisms of NaCl solution on asphalt concrete and finds that NaCl solution softens asphalt and promotes the intrusion of crystalline salt into it. Salt crystallization alters the surface roughness of aggregates, resulting in a decrease in skid resistance but an improvement in compressive strength. Additionally, the concentration of NaCl solution initially has no significant impact on the mechanical performance of asphalt concrete, but its domination gradually increases with the intensification of cyclic effects.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Experimental study on tensile behaviors of cracked ultra-high performance concrete under freezing and thawing

Lili Kan, Lan-qing Dai, Ning Kong, Bin Peng, Fei Wang

Summary: This paper investigates the effect of freezing and thawing cycles on the tensile behavior of cracked ultra-high performance concrete (UHPC). The results show that long-term freezing and thawing action deteriorates the cracking strength, tensile strength, tensile strain, and strain energy of cracked UHPC. On the other hand, the action of water generally favors the development of tensile properties of UHPC. The crack distribution tends to be unsaturated under freezing and thawing environment, and the re-hydration reaction is hindered. The pore structure near the crack varies under different environments.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Reuse of by-product gypsum with solid wastes-derived sulfoaluminate cement modification for the preparation of self-leveling mortar and influence mechanism of H3PO4

Xin Xiao, Jingwei Li, Qingke Meng, Xiangshan Hou, Yanhui Liu, Xujiang Wang, Wenlong Wang, Shengtao Lu, Yuzhong Li, Yanpeng Mao, Tong Li

Summary: Preparing gypsum-based self-leveling mortar (GSLM) using beta-hemihydrate gypsum and solid wastes-derived sulfoaluminate cement (WSAC) can improve the mechanical performance of the mortar, but phosphorus impurities can weaken the hydration speed and degree.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Experimental study on the effect of cementation curing time on MICP bio-cemented tailings

Sihang Bao, Junzhen Di, Yanrong Dong, Ziqing Gao, Qing Gu, Yuanfang Zhao, Hongyu Zhai

Summary: Tailings dam break and leakage accidents pose a threat to the safety of people in mining areas and cause severe environmental pollution. This study focuses on solidifying tailing sand using microbial induced calcite precipitation (MICP) to improve strength and fix heavy metals. The curing time of MICP bio-cemented tailings is found to significantly impact the strength of tailings, while its effect on heavy metal fixation is minimal. The optimized MICP curing time is 10 days, resulting in improved strength and cementation of tailings particles.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Multi-scale analysis of the effects of hysteresis on the hydrothermal behaviour of bio-based materials: Application to hemp concrete

Ferhat Benmahiddine, Fares Bennai, Achraf Charaka, Ameur El Amine Hamami, Abdelkader Tahakourt, Rafik Belarbi

Summary: This paper studied the effects of hysteresis on the hygrothermal behavior at the building scale. Through laboratory validation and numerical simulations, it was found that hysteresis has a significant impact on the relative humidity and total heat fluxes in buildings, while it does not have a noticeable effect on temperature variations.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Investigation on strength and deformation properties of lateritic clay

You Gao, Wei He, Xiayang Zhang, De'an Sun, Pei Li

Summary: This study determined the boundary line between the swelling and compression deformation zone in lateritic clay through wetting tests, and proposed a simple bimodal SWRC model. It also found that the existing strength model underestimated the tested values in the medium to high suction range, therefore a segmented strength equation was introduced for enhanced predictions of the strength properties of lateritic clay.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Performance assessment of sustainable biocement mortar incorporated with bacteria-encapsulated cement-coated alginate beads

Prabhath Ranjan Kumar Soda, Asheer Mogal, Kalyan Chakravarthy, Nikhil Thota, Nimish Bandaru, Sanjay Kumar Shukla, K. M. Mini

Summary: This study investigates the use of encapsulated bacteria to improve the self-healing ability of concrete. Through various tests, it is found that using 20% cement-coated alginate beads (CCAB) and 5% nanosilica (NS) can achieve optimal strength and healing. This research is significant for enhancing the durability of concrete.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Development of photothermal-heat storage concrete incorporating super absorbent polymer

Shizhe Wang, Haiping Wu, Wen Yang, Wei Wang, Zhibo Zhu, Kun Nie, Luoxin Wang, Hua Wang, Jing Wu

Summary: In this study, photothermal-heat storage concrete (PHSC) was developed with excellent photothermal conversion performance and heat storage capacity. By absorbing and storing solar energy during the day and releasing it at night, PHSC can effectively reduce energy consumption in buildings.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Investigating temperature change rate and pore confinement effect on thermal properties of phase change materials for de-icing and low-temperature applications in cementitious composites

Robin Deb, Jialuo He, Geetika Mishra, Yaghoob (Amir) Farnam

Summary: Incorporation techniques of phase change materials in cementitious composites have a significant influence on thermal properties. This study investigated the thermal behavior of low-temperature PCM when subjected to varying temperature change rates and pore confinement inside the porous network of lightweight aggregates. The results showed that ramp rates affect the nucleation and crystallization growth process during the phase transition, and the pore structure of the aggregates affects the supercooling phenomenon and confinement pressure of the PCM.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Fatigue life of plain concrete subjected to low frequency uniaxial stress reversal loading

Eduardo Ferreira, Payam Sotoudeh, Dagmar Svecova

Summary: This study investigates the fatigue behavior of concrete under different stress reversal conditions. The results indicate that stress reversal generally causes more severe damage and reduces the cycles to failure compared to tensile fatigue. Additionally, adding some level of compression contributes to the energy required for failure under stress reversal fatigue. Specimens with higher concentration of fractured aggregates achieve longer fatigue lives.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Development of rendering mortar from granite cutting waste and impact of accelerated aging environment on its adhesive strength

Mag Raj Gehlot, Sandeep Shrivastava

Summary: This study evaluates the compatibility relationship between plaster bonds and the substrate under an accelerated aging environment, and finds that incorporating an appropriate amount of granite cutting waste can improve the strength parameters and adhesion of the cement mortar.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Bond behavior between carbon fabric reinforced cementitious matrix (FRCM) composites with added short fibers and concrete substrates

Min Zhang, Qirui Luo, Mingke Deng, Shixing Zhao

Summary: This study investigated the bond behavior between carbon FRCM composites with added short fibers and concrete substrates. The effects of different factors were considered and 36 specimens were tested and discussed. The experimental results were analyzed in terms of failure mode, load-slip curve, and characteristic parameters, and the contribution of weft yarns was taken into account in the developed bondslip model.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Effects of heat-treatment on physical and mechanical properties of limestone

Dengkai Liu, Hongniao Chen, Ray Kai Leung Su

Summary: The susceptibility of building stones to fire and high temperature was investigated in this study by examining their physical and mechanical properties. The results show that both compressive and tensile properties of stones are affected by temperature changes. The tensile strength is particularly sensitive to temperature changes, requiring special attention to the components subjected to tensile stress in stone buildings. Principal component analysis was used to predict the mechanical properties of stones, providing a new method for calculating the residual mechanical properties after high temperature or fire.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

A novel roughness parameter for more precise estimation of the shear strength of concrete-to-concrete interfaces

Joso Maria Raposo, Eduardo Cavaco, Luis Costa Neves, Eduardo Julio

Summary: This paper investigates the correlation between the friction coefficient and the surface roughness of concrete-to-concrete interfaces. Experimental tests were performed on specimens with different surface treatments, and the surface roughness parameters were analyzed and correlated with the shear strength and friction coefficient. The results showed that certain roughness parameters had a strong positive correlation with the friction coefficient, while others had little or no correlation. A novel combined roughness parameter with optimized correlation was proposed.

CONSTRUCTION AND BUILDING MATERIALS (2024)

Article Construction & Building Technology

Recent advances and perspectives in circular bio-binder extender to substitute part of the fossil based binder in asphalt mixture

Chiara Riccardi, Massimo Losa

Summary: The interest in using bio materials in asphalt pavements is growing due to economic reasons and environmental benefits. This study aimed to review the use of bio extenders as additives in binders, with a focus on replacements greater than 20% of fossil binder. The properties of bio-extended binders were found to vary substantially depending on the biomass source and production process.

CONSTRUCTION AND BUILDING MATERIALS (2024)