Xiupeng Yao , Meng Guo , Zhen Wang , Yi Kang , Haonan Chen , Yang Kong
{"title":"Using semicircular bending test to study the influence factors of low temperature cracking resistance of asphalt mixture","authors":"Xiupeng Yao , Meng Guo , Zhen Wang , Yi Kang , Haonan Chen , Yang Kong","doi":"10.1016/j.conbuildmat.2025.141937","DOIUrl":"10.1016/j.conbuildmat.2025.141937","url":null,"abstract":"<div><div>Low-temperature cracking (LTC) is one of the main types of asphalt pavement distress, which can be affected by various influencing factors. This paper carries out a systematic study on the influence of various factors on the crack resistance of asphalt mixtures using a semicircular bending test. The specific results are as follows: At low temperatures (0°C and below), cracks develop rapidly after the asphalt mixture reaches its peak force, and the asphalt mixture shows brittle damage. Basalt asphalt mixtures have significantly better LTC resistance than limestone. The smaller the maximum nominal size of the aggregate, the better the LTC resistance of the asphalt mixture. The LTC resistance of SBS-modified asphalt mixtures is significantly better than that of Pen.70 virgin asphalt mixtures. The cracking resistance of asphalt mixtures increases after water saturation under non-low-temperature conditions, while water saturation significantly reduces the LTC resistance of asphalt mixtures. The aging can significantly reduce the LTC resistance of asphalt mixtures. Based on the random forest method, it is concluded that temperature, asphalt binder type, and aging are the key factors affecting LTC, the normalized importance score is 39.59 %, 21.91 %, and 11.8 %, respectively. Developing modified asphalt binders with low-temperature sensitivity, aging resistance, high toughness, and high adhesion is the key technology to improve the LTC resistance of asphalt mixture from the material itself.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141937"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139726","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Tianqi Chen , Xun Zhou , Shasha Zhang , Yuzhou Du , Jiangtao Chen , Xuequn Cheng , Xiaogang Li , Chao Liu
{"title":"Insights into multiple coupling mechanisms of SO42 −/Cl− and Cr/RE elements on the corrosion resistance of rebar in simulated carbonated concrete pore solution","authors":"Tianqi Chen , Xun Zhou , Shasha Zhang , Yuzhou Du , Jiangtao Chen , Xuequn Cheng , Xiaogang Li , Chao Liu","doi":"10.1016/j.conbuildmat.2025.141957","DOIUrl":"10.1016/j.conbuildmat.2025.141957","url":null,"abstract":"<div><div>This study proposes a novel multiple coupling mechanisms of SO<sub>4</sub><sup>2−</sup>/Cl<sup>−</sup> and Cr/rare earth (RE) elements on rebar corrosion resistance in simulated carbonated concrete pore solution. Increasing sulfate concentration increases the corrosion current density but decreases the average depth of the corrosion pits, ascribed to the competitive SO<sub>4</sub><sup>2−</sup>- Cl<sup>−</sup> adsorption, leading to a transition from localized to uniform corrosion. There is coupling between RE and sulfate, Cr. Specifically, RE and sulfate form an insoluble salt to block the corrosive medium; RE confers a nucleation advantage to Cr oxides amidst the competitive dynamics between nucleation and growth within the rust layer.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141957"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139728","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Maria Eleonora Pipistrelli , Chiara Pepi , Pier Francesco Greco , Laura Tomassoli , Francesco Vinti , Giulia Quaglia , Loredana Latterini , Massimiliano Gioffrè
{"title":"Evaluating the impact of coatings and chemical treatments on the tensile behavior of natural fibers","authors":"Maria Eleonora Pipistrelli , Chiara Pepi , Pier Francesco Greco , Laura Tomassoli , Francesco Vinti , Giulia Quaglia , Loredana Latterini , Massimiliano Gioffrè","doi":"10.1016/j.conbuildmat.2025.141724","DOIUrl":"10.1016/j.conbuildmat.2025.141724","url":null,"abstract":"<div><div>Vegetal fibers are gaining interest in the construction industry as sustainable alternatives to synthetic materials in structural composites. However, their variable mechanical properties and lower durability often limit their effectiveness, particularly in fiber–matrix adhesion and overall structural performance. This study investigates the impact of alkali treatments and graphene coatings on the tensile behavior of hemp and Spanish broom fibers, with a specific focus on treatment duration rather than concentration levels. Sodium hydroxide (NaOH) treatments were applied to remove non-cellulosic components, followed by graphene coatings to enhance fiber strength and durability. The results indicate that alkali treatment improves fiber surface roughness and fibrillation, thereby enhancing mechanical interlocking with the matrix. Graphene coatings further contribute to tensile strength and stiffness, particularly for Spanish broom fibers, which maintain integrity after treatment. These findings highlight the potential of chemically treated and graphene-coated vegetal fibers as viable reinforcements in mortar based composite materials, providing enhanced mechanical performance and environmental sustainability.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141724"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139734","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Flocculated foamed aggregate and macroporous concrete for use in ecological ditch: Phosphorus removal effect, basic physical property and mechanism","authors":"Chen Sun, Zihui Wang, Ruilin Yang, Chenchen Gong, Xin Cheng","doi":"10.1016/j.conbuildmat.2025.141950","DOIUrl":"10.1016/j.conbuildmat.2025.141950","url":null,"abstract":"<div><div>Concrete ecological ditch is an effective management practice for agricultural non-point source pollution control. However, it is still a huge challenge to utilize the compositional and structural characteristics of concrete to achieve maximum interception of phosphorus nutrient. In this paper, foamed aggregates with flocculation function are designed as an alternative of traditional stones to prepare no-fine macroporous concrete and improve phosphorus-removal (P-removal) capacity. The results show that the P-removal rate increases with the increase of flocculant polyaluminum sulfate (PAS) content. Chemical adsorption is the main P-removal mechanism according to adsorption kinetics. The addition of PAS is beneficial to increase the average pore size and total porosity of FFA, especially for the volume proportions of >1.6 mm pores, which is attributed to the high hydrolysis heat of PAS promoting H<sub>2</sub>O<sub>2</sub> foaming. According to the analysis of hydration heat, XRD, XRF and SEM-EDS, PAS accelerates the hydration of sulphoaluminate cement (SAC) to generate more ettringites to provide more ions exchange opportunities for PO<sub>4</sub><sup>3-</sup> to replace SO<sub>4</sub><sup>2-</sup>. PAS promotes the P-removal rate of macroporous concrete increase, and the compressive strength and dry density decrease, and the performance correlation coefficients reach above 0.9. This study proposes a novel and effective phosphorus removal method that is superior to traditional fillers such as ceramsites and zeolites, providing a theoretical basis for the preparation and application of fillers for concrete ditches and offering scientific support for the water purification science related to agricultural non - point source pollution.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141950"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139733","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Ziqi Chen, Tengjiang Yu, Fushou Zhao, Hao Liu, Mingbin Wang
{"title":"Research on atmospheric components aging behavior of asphalt binders based on multi-scale analysis","authors":"Ziqi Chen, Tengjiang Yu, Fushou Zhao, Hao Liu, Mingbin Wang","doi":"10.1016/j.conbuildmat.2025.141948","DOIUrl":"10.1016/j.conbuildmat.2025.141948","url":null,"abstract":"<div><div>To investigate the contribution of atmospheric components (nitrogen, oxygen, carbon dioxide, noble gases) to the deterioration of asphalt binder properties, the atmospheric components aging tests, scanning electron microscope (SEM) tests and atomic force microscope (AFM) tests were combined to reveal the multi-scale aging behavior of asphalt binders subjected to different atmospheric components. Firstly, the atmospheric components aging test was designed to obtain the aged asphalt binder samples under the conditions of pure nitrogen, oxygen, carbon dioxide and noble gases (helium), and to compare their macro morphological characteristics. Subsequently, the micro effects of different atmospheric components on asphalt binder were analyzed by asphalt SEM testing, and the evolution mechanism of its micro-morphology was revealed. Finally, the nano characteristics of aged asphalt binder with different atmospheric components were analyzed and compared by asphalt AFM testing, and the nano mechanism of surface interaction was explored. Results show that different atmospheric components have different effects on the aging behavior of asphalt binders, in which the contribution of oxygen is more obvious, while helium plays a delayed effect. The surface macro-morphology and micro-morphology can be mainly reflected in the morphology and distribution characteristics of fold structures and crack structures, and the nano-morphology can be mainly displayed in the \"bee structure\". The study lays a foundation for the research and development of anti-aging asphalt binder suitable for specific regional climate, and has certain theoretical and engineering research significance.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141948"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139736","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Research on laser modification of Q235 steel phosphate layer to improve paint adhesion and corrosion resistance","authors":"Yiming Chen, Kun Huo, Shu Huang, Fengze Dai","doi":"10.1016/j.conbuildmat.2025.141914","DOIUrl":"10.1016/j.conbuildmat.2025.141914","url":null,"abstract":"<div><div>This study aims to enhance the paint adhesion and corrosion resistance of zinc-manganese phosphate coatings on Q235 steel through nanosecond pulsed laser surface modification. Conventional zinc-based phosphate films often exhibit loose and porous surface structures, which limit their protective performance in harsh environments. In this study, Q235 steel specimens were initially treated with zinc-manganese phosphating and subsequently modified by a 100 ns pulsed fiber laser. The effects of laser treatment on surface morphology, roughness, phase composition, coating adhesion, and corrosion behavior were systematically analyzed. Laser irradiation transformed the phosphate surface into a crater-like microstructure by dehydrating Zn<sub>3</sub>(PO<sub>4</sub>)<sub>2</sub>·4 H<sub>2</sub>O, significantly increasing surface roughness. Consequently, scratch tests indicated enhanced paint adhesion (from 3B to 4B), while electrochemical tests showed a positive shift in corrosion potential and a decrease in corrosion current density. Salt spray tests conducted over 14 days confirmed improved long-term corrosion resistance. These findings demonstrate that nanosecond laser-assisted surface modification is an effective strategy to enhance both the adhesion and corrosion resistance of phosphate coatings. This method provides a scalable, non-contact, and precise approach to improving the durability of coated steel structures. It is highly suitable for marine engineering, construction, and other corrosive environments requiring long-term coating performance.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141914"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139777","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Hybrid machine learning framework for predicting pozzolanic reactivity: Integration of R3 test and GAN-augmented data","authors":"Dongho Jeon , Sangyoung Han , Sungjin Jung , Juhyuk Moon","doi":"10.1016/j.conbuildmat.2025.141959","DOIUrl":"10.1016/j.conbuildmat.2025.141959","url":null,"abstract":"<div><div>The substitution of Portland cement with supplementary cementitious materials (SCMs) is essential for lowing CO<sub>2</sub> emission in the construction industry. However, the accurate assessment of pozzolanic reactivity is challenging due to time-consuming traditional tests and intrinsic material variability. To address these issues, this study developed an integrated machine learning model to predict pozzolanic reactivity using raw material properties, leveraging the internationally validated R<sup>3</sup> test. To overcome data limitations, a conditional generative adversarial network (CTGAN) generated 430 synthetic data points for augmentation. The trained regression model achieved a high predictive accuracy (R<sup>2</sup> > 0.94) and was further validated against 43 original data points (R<sup>2</sup> = 0.85), confirming robustness. SHAP analysis identified amorphous content and Dv50-related features as key predictors, further improving model interpretability and reliability. This study provides a reliable regression model for R<sup>3</sup> hydration heat estimation, highlighting its potential to streamline SCM assessment and enhance construction materials quality control.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141959"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144139778","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Yi-Sheng Wang , Taewan Kim , Runsheng Lin , Xiao-Yong Wang
{"title":"Deterioration behavior and microevolution of limestone-calcined Hwangtoh clay cement (LC3) with wollastonite after high-temperature exposure","authors":"Yi-Sheng Wang , Taewan Kim , Runsheng Lin , Xiao-Yong Wang","doi":"10.1016/j.conbuildmat.2025.141944","DOIUrl":"10.1016/j.conbuildmat.2025.141944","url":null,"abstract":"<div><div>This study utilized the high-temperature stability of wollastonite to effectively optimize the high-temperature durability of limestone-calcined Hwangtoh clay cement (LC<sup>3</sup>). Wollastonite was used to replace limestone in LC<sup>3</sup> at ratios of 1/3, 2/3, and 3/3. Various tests were performed on the wollastonite-based LC<sup>3</sup> and OPC at the macro–micro scale. The thermal stability and pore structure of the pastes were tested. The residual strength, ultrasonic pulse velocity, and surface cracks after exposure to 105, 300, 500, and 900 °C were studied. The microstructure was observed by scanning electron microscopy. The evolution of the composition at high temperatures was analyzed via X-ray diffraction and Fourier transform infrared spectroscopy. The results indicated that wollastonite is much more stable than the hydration products and limestone. Wollastonite still maintained its intact structure even at 900 °C. Reducing the amount of limestone increased the thermal stability of LC<sup>3</sup> and considerably reduced decomposition between 520 and 800 °C. In addition, wollastonite increases pore connectivity by lowering the synergistic effect, which is beneficial for the release of vapor pressure. Compared with those of conventional LC<sup>3</sup>, the residual strength and surface cracking of wollastonite-based LC<sup>3</sup> after exposure to high temperatures were improved. Above 900 °C, the high-temperature decomposition products of LC<sup>3</sup> were calcium silicate (C<sub>n</sub>S), a part of gehlenite, and a small amount of wollastonite, whereas the decomposition products of OPC were mainly C<sub>n</sub>S and CaO.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141944"},"PeriodicalIF":7.4,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144134151","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Effect of presence of paint in recycled aggregates on the leaching of pollutants","authors":"Júlia Fonseca Colombo Andrade , Rodrigo Eduardo Córdoba , Valdir Schalch","doi":"10.1016/j.conbuildmat.2025.141904","DOIUrl":"10.1016/j.conbuildmat.2025.141904","url":null,"abstract":"<div><div>This study investigated the influence of the presence of architectural paint in recycled aggregates on the leaching and solubilization of metals concerning evaluations of potential environmental risks. Recycled aggregates were prepared in laboratory and coated with three types of paints, namely, economy latex, premium latex, and water-based enamel in five distinct colors. Both the paints and aggregates were chemically characterized and the leachates and solubilized extracts were analyzed in NBR 10.005 and SPLP leaching tests and NBR 10.006 solubilization test. The results indicated the concentrations of lead in the paints were below the Brazilian regulatory limit (600 mg/kg), ranging from below the detection limit to 2.60 mg/kg. However, the leaching tests revealed all the samples, including those with no paint coating, exceeded the metal concentration limits established by SPLP test and NBR 10.006 solubilization test, particularly for aluminum, barium, cadmium, and lead. The pH of the extracts varied according to the type of paint – it was more acidic for enamel paints and more alkaline for premium latex paints. Electrical conductivity was higher in the extracts obtained from NBR 10.005 test due to the presence of sodium hydroxide in the leaching solution. Spearman correlation tests indicated no significant relationship between the chemical composition of the paints and the concentration of metals in the leachates or solubilized extracts (p-value > 0.05), suggesting leaching is influenced by complex factors.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141904"},"PeriodicalIF":7.4,"publicationDate":"2025-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144131148","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Clarifying the effect of biochar on the hydration, setting, workability, and mechanical strength of cementitious materials","authors":"Thouraya Salem, Teddy Fen-Chong","doi":"10.1016/j.conbuildmat.2025.141892","DOIUrl":"10.1016/j.conbuildmat.2025.141892","url":null,"abstract":"<div><div>In the context of climate change, the use of biochar in construction materials is attracting increasing interest. Despite the available researches, further work is needed to understand the sole effect of biochar and in general of mix composition (biochar content, water to binder and water to cement ratios, superplasticizer (SP)) on the fresh and hardened properties and microstructure of cementitious materials. This study comprehensively investigates the effect of different contents of biochar referred to as micronized vegetable carbon (MVC) as cement substitute, water and SP, on the hydration, setting, workability, microstructure and strengths of mortars. Isothermal calorimetry revealed that, up to 10 wt% MVC, increasing both MVC and water contents improves cement hydration due to the nucleation effect, that counterbalances the dilution effect. A Vicat test-based specific method showed a slight acceleration of setting with increasing MVC content (reduction in setting time of 13 and 41 min for 5 and 10 wt% MVC) due to its water absorption. Mini-slump tests with and without SP showed that MVC has a direct impact on rheology but not on the fluidizing effect of SP. A stable microstructure is created when the water to cement ratio remains constant while the cement content decreases, resulting in higher-than-expected strengths (6 % increase at 28 days for 10 wt% MVC). The results suggest that MVC can be recycled to replace cement without compromising its properties, which is beneficial from a climate change perspective.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"485 ","pages":"Article 141892"},"PeriodicalIF":7.4,"publicationDate":"2025-05-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"144131202","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}