Materials and Structures

Papers
(The median citation count of Materials and Structures is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-10-01 to 2024-10-01.)
ArticleCitations
Understanding the carbonation of concrete with supplementary cementitious materials: a critical review by RILEM TC 281-CCC166
Clay calcination technology: state-of-the-art review by the RILEM TC 282-CCL93
Application of super absorbent polymers (SAP) in concrete construction—update of RILEM state-of-the-art report84
Hardened properties and durability of large-scale 3D printed cement-based materials75
Report of RILEM TC 267-TRM phase 3: validation of the R3 reactivity test across a wide range of materials49
Evaluation of tensile strength degradation of GFRP rebars in harsh alkaline conditions using non-linear genetic-based models49
RETRACTED ARTICLE: Influence of crumb rubber particle sizes on rutting, low temperature cracking, fracture, and bond strength properties of asphalt binder49
Tensile behaviour identification in Ultra-High Performance Fibre Reinforced Cementitious Composites: indirect tension tests and back analysis of flexural test results46
Report of RILEM TC 267-TRM phase 2: optimization and testing of the robustness of the R3 reactivity tests for supplementary cementitious materials45
RILEM TC 277-LHS report: a review on the mechanisms of setting and hardening of lime-based binding systems40
Recommendations for handling bitumen prior to FTIR spectroscopy38
Hydration and mixture design of calcined clay blended cements: review by the RILEM TC 282-CCL37
Recommendation of RILEM TC 264 RAP on the evaluation of asphalt recycling agents for hot mix asphalt37
Average molecular structure models of unaged asphalt binder fractions35
RILEM Standard: testing methods for determination of the double-K criterion for crack propagation in concrete using wedge-splitting tests and three-point bending beam tests, recommendation of RILEM TC35
RILEM TC 247-DTA round robin test: sulfate resistance, alkali-silica reaction and freeze–thaw resistance of alkali-activated concretes34
External strengthening of reinforced concrete beam with opening by bamboo fiber reinforced composites32
Influence of epoxy soybean oil modified nano-silica on the compatibility of cold-mixed epoxy asphalt31
Development of user-friendly kernel-based Gaussian process regression model for prediction of load-bearing capacity of square concrete-filled steel tubular members30
A nondestructive guided wave propagation method for the characterization of moisture-dependent viscoelastic properties of wood materials30
Properties and occurrence of clay resources for use as supplementary cementitious materials: a paper of RILEM TC 282-CCL29
Enhancing thixotropy and structural build-up of alkali-activated slag/fly ash pastes with nano clay29
RILEM TC 277-LHS report: lime-based mortars for restoration–a review on long-term durability aspects and experience from practice28
Characterization and modelling of creep and recovery behaviour of waterborne epoxy resin modified bitumen emulsion28
Novel conductive wearing course using a graphite, carbon fiber, and epoxy resin mixture for active de-icing of asphalt concrete pavement26
Experimental and theoretical evidence for the load sequence effect in the compressive fatigue behavior of concrete26
A comparative study on shrinkage characteristics of graphene oxide (GO) and graphene nanoplatelets (GNPs) modified alkali-activated slag cement composites25
Improving toughness of epoxy asphalt binder with reactive epoxidized SBS24
The influence of calcium sulfate content on the hydration of belite-calcium sulfoaluminate cements with different clinker phase compositions24
Chloride binding in concrete: recent investigations and recognised knowledge gaps: RILEM Robert L’Hermite Medal Paper 202122
Effect of dry–wet ratio on pore-structure characteristics of fly ash concrete under sulfate attack22
Rejuvenation effect evaluation and mechanism analysis of rejuvenators on aged asphalt using molecular simulation22
Effect of chloride-induced corrosion on the bond behaviors between steel strands and concrete21
Steel fiber orientational distribution and effects on 3D printed concrete with coarse aggregate21
Analysis of MSCR test results for asphalt binders with improved accuracy21
Exploring the brittleness and fractal characteristics of basalt fiber reinforced concrete under impact load based on the principle of energy dissipation21
Influence of the printing direction and age on the mechanical properties of 3D printed concrete21
Experimental evaluation and modelling of early-age basic tensile creep in high-performance concrete20
Do chemistry and rheology follow the same laboratory ageing trends in bitumen?20
Bond durability between anchored GFRP bar and seawater concrete under offshore environmental conditions20
Torsion-shear behaviour at the interfaces of rigid interlocking blocks in masonry assemblages: experimental investigation and analytical approaches20
Experimental and theoretical study of GFRP hoops and spirals in hybrid fiber reinforced concrete short columns20
M&S highlight: Limbachiya, et al. (2000), Use of recycled aggregate in high-strength concrete20
Effect of carbonates on the formation of magnesium silicate hydrates20
Recyclability, durability and water vapour adsorption of unstabilised and stabilised compressed earth bricks19
Influence of selected reactive oxygen species on the long-term aging of bitumen19
Influence of additives on poured earth strength development19
Development of high strength recycled aggregate concrete-composite effects of fly ash, silica fume and rice husk ash as pozzolans18
Assessing alkali-activated concrete performance in chloride environments using NT Build 49218
Retrofitting unreinforced masonry by steel fiber reinforced mortar coating: uniaxial and diagonal compression tests18
Flexural strengthening of reinforced concrete beam using a natural fibre reinforced polymer laminate: an experimental and numerical study18
Load-deformation behaviour of weft-knitted textile reinforced concrete in uniaxial tension18
Microstructural behavior of the low-temperature cracking and self-healing of asphalt mixtures based on the discrete element method18
Effects of load-induced micro-cracks on chloride penetration resistance in different types of concrete17
Influence of cellulose nanofibrils on the rheology, microstructure and strength of alkali activated ground granulated blast-furnace slag: a comparison with ordinary Portland cement17
Early-age creep behaviour of 3D printable mortars: Experimental characterisation and analytical modelling17
Impact of leaching on chloride ingress profiles in concrete17
Dimensional stability of cement paste and concrete subject to early-age carbonation curing17
Influence of seawater on alkali-activated slag concrete17
Improved microwave heating uniformity and self-healing properties of steel slag asphalt containing ferrite filler17
Recommendations of RILEM TC 287-CCS: thermo-chemo-mechanical modelling of massive concrete structures towards cracking risk assessment17
Research on the high temperature performance of asphalt pavement based on field cores with different rutting development levels17
Instant mechanical recovery of heat-damaged nanosilica-incorporated cement composites under various rehydrations procedures17
Full-scale testing of adhesively bonded timber-concrete composite beams17
Activator-related effects of sodium hydroxide storage solution in standard testing of fly ash geopolymer mortars for alkali–silica reaction16
Self-healing of bio-cementitious mortar incubated within neutral and acidic soil16
Abrasion resistance of ultra-high performance concrete with coarse aggregate16
Nano-deterioration of steel passivation film: chloride attack in material defects16
Experimental characterization of natural fibre–soil interaction: lessons for earthen construction16
Validation of alternative methodologies by using capillarity in the determination of porosity parameters of cement-lime mortars16
Steel fibers for replacing minimum reinforcement in beams under torsion16
Influence of polymer structure and amount on microstructure and properties of polyethylene-modified asphalt binders16
Experimental and theoretical study of bond behaviour between FRP bar and high-volume fly ash-self-compacting concrete16
High-modulus and low-shrinkage hybrid-fiber reinforced engineered cementitious composites (ECC)16
Influence of coarse aggregate settlement induced by vibration on long-term chloride transport in concrete: a numerical study15
Durability performance of binary and ternary blended cementitious systems with calcined clay: a RILEM TC 282-CCL, review15
Initiation of localized steel corrosion in alkaline sulfate solution15
Mechanical and durability characteristics of pervious concrete reinforced with mechanically recycled carbon fiber composite materials15
Glass transitions in bituminous binders15
Effects of Ca(OH)2 on the reinforcement corrosion of sulfoaluminate cement mortar15
Development of a rheology-based mixture aging model for asphalt material cracking performance evaluation15
Self-centering walls strengthening by high-performance concrete: a feasibility study15
The carbonation of a lime-treated soil: experimental approach15
Moisture characteristics of warm mix asphalt containing reclaimed asphalt pavement (RAP) or steel slag15
The interplay between corrosion and cracks in reinforced concrete beams with non-uniform reinforcement corrosion15
Effect of fiber hybridization on mechanical properties of concrete15
Report of RILEM TC 281-CCC: outcomes of a round robin on the resistance to accelerated carbonation of Portland, Portland-fly ash and blast-furnace blended cements14
Characterization tests for predicting the mechanical performance of SFRC floors: identification of fibre distribution and orientation effects14
Experimental study and mechanism analysis on the basic mechanical properties of hydraulic basalt fiber asphalt concrete14
Improving concrete resistance to low temperature sulfate attack through carbonation curing14
The effect of paste composition, aggregate mineralogy and temperature on the pore solution composition and the extent of ASR expansion14
Influence of fiber alignment on pseudoductility and microcracking in a cementitious carbon fiber composite material14
Asphalt mixture modification with a plastomeric compound containing recycled plastic: laboratory and field investigation14
Methods for characterising the steel–concrete interface to enhance understanding of reinforcement corrosion: a critical review by RILEM TC 262-SCI14
Analyzing the early structural build-up of accelerated cement pastes14
Comparison of thermal cracking potential evaluation criteria for mass concrete structures14
Modification of recycled aggregate by spraying colloidal nano silica and silica fume14
Comparing durability of steel reinforced grout (SRG) and textile reinforced mortar (TRM) for structural retrofitting14
Tensile characterisation of bamboo strips for potential use in reinforced concrete members: experimental and numerical study14
Reactive transport modelling of concurrent chloride ingress and carbonation in concrete13
Fresh and hardened properties of self-compacting concrete containing recycled fine clay brick aggregates13
Porewater compositions of Portland cement with and without silica fume calculated using the fine-tuned CASH+NK solid solution model13
Recommendation of RILEM TC 258-AAA: RILEM AAR-10: determination of binder combinations for non-reactive mix design using concrete prisms–38 °C test method13
Model fitting to concrete carbonation data with non-zero initial carbonation depth13
Enhancement of the bond behaviour between sand coated GFRP bar and normal concrete using innovative composite anchor heads13
Effect of rejuvenator type and dosage on rheological properties of short-term aged binders13
Effect of saturation degree on chloride transport in mortars under two conditions: diffusion and continuous immersion13
Characterization tests for predicting the mechanical performance of SFRC floors: design considerations13
A multi-level investigation on the mechanical response of TRM-strengthened masonry13
Effect of surface characteristics of asphalt pavement on ice-pavement adhesion13
Influence of the composition of high-strength concrete and mortar on the compressive fatigue behaviour13
The efficiency of recycled glass powder in mitigating the alkali-silica reaction induced by recycled glass aggregate in cementitious mortars12
Recommendation of RILEM TC 258-AAA: RILEM AAR-8: determination of potential releasable alkalis by aggregates in concrete12
Bond durability of epoxy and cement- bonded CFRP reinforcement to concrete interfaces subject to water immersion12
A non destructive testing method for masonry by using UPV and cross validation procedure12
Effect of bio-stabilizers on capillary absorption and water vapour transfer into raw earth12
Durability of self-healing cementitious systems with encapsulated polyurethane evaluated with a new pre-standard test method12
Oxidation of pyrite (FeS2) and troilite (FeS) impurities in kaolinitic clays after calcination12
Numerical simulation of crack paths in asphalt mixture using ordinary state-based peridynamics12
Proposed asphalt binder fatigue criteria for various traffic conditions using the LAS or the G-R parameters12
Slip rate effects and cyclic behaviour of textile-to-matrix bond in textile reinforced mortar composites12
Improvement of recycled concrete aggregate using alkali-activated binder treatment12
Effect of early age drying shrinkage on the seismic response of RC structures12
Yield stress measurement for earth-based building materials: the weighted plunger test12
Thermal, microscopic, and rheological characterization of rejuvenated asphalt binders12
Effect of super water absorbing polymer based anti-washout admixtures on the properties of seawater-mixed cement paste12
Carbonation rate of alkali-activated concretes and high-volume SCM concretes: a literature data analysis by RILEM TC 281-CCC12
Phosphate treatments for stone conservation: 3-year field study in the Royal Palace of Versailles (France)11
Degradation mechanism of cement mortar exposed to combined sulfate–chloride attack under cyclic wetting–drying condition11
Paper of RILEM TC 282-CCL: mineralogical characterization methods for clay resources intended for use as supplementary cementitious material11
Addition of ferrocyanide-based compounds to repairing joint lime mortars as a protective method for porous building materials against sodium chloride damage11
A comparative study on concrete slurry waste: performance optimization from the wet-milling process11
Study on early-age tensile properties of high volume fly ash concrete11
Multiscale micromechanics modeling of plant fibers: upscaling of stiffness and elastic limits from cellulose nanofibrils to technical fibers11
Mechanical property evolution and chloride transport of steel fiber-reinforced concrete exposed to simulated marine environments11
Correction to: Understanding the carbonation of concrete with supplementary cementitious materials: a critical review by RILEM TC 281-CCC11
Results of round-robin testing for determining the double-K fracture parameters for crack propagation in concrete: technical report of the RILEM TC265-TDK11
Shrinkage of blended cement concrete with fly ash or limestone calcined clay11
Seismic retrofit of deficient 3D RC beam–column joints using FRP and steel PT rods11
Beneficiation of concrete wash water with carbon dioxide11
Comparing different fatigue test methods at asphalt mastic level11
Performance assessment of asphalt mixtures produced with a bio-binder containing 30% of lignin11
A pipeline for enhanced multimodal 2D imaging of concrete structures11
The square root method for chloride ingress prediction—Applicability and limitations11
Long-term field exposure of structural concretes in marine environment: state-of-the-art review by RILEM TC 289-DCM10
Influence of supplementary cementitious material and filler fineness on their reactivity in model systems and cementitious pastes10
Absorption capacity of superabsorbent polymer in cement pastes: a robustness test10
Behaviour of an interface between pavement layers obtained using Digital Image Correlation10
Beneficiation of recycled concrete fines through accelerated carbonation10
Influence of application method and number of applications of nanolime on the effectiveness of the Doulting limestone treatments10
Concrete splitting and tip-bearing effect in the bond of anchored bars tested under fatigue loading in the push-in mode: An experimental investigation10
Studies on rheology and fresh state behavior of fly ash-slag geopolymer binders with silica10
Full range temperature susceptibility of aged bitumen rejuvenated by polymer modified bio-derived rejuvenator10
Influence of the specimen production and preparation on the compressive strength and the fatigue resistance of HPC and UHPC10
Identification and quantification of additives in bituminous binders based on FTIR spectroscopy and multivariate analysis methods10
Self-sensing asphalt composite with carbon microfibers for smart weigh-in-motion10
Report of RILEM TC 267—TRM: Improvement and robustness study of lime mortar strength test for assessing reactivity of SCMs10
Optimizing natural fiber reinforced polymer strengthening of RC beams10
Strain rate and size effects on dynamic compressive behaviour of standard and high-strength concrete10
Experimental and numerical study on the tensile behaviours of wet joints in steel-UHPC composite decks using a novel tensile test setup10
The hydration of fast setting spray binder versus (aluminum sulfate) accelerated OPC10
Fresh state and hydration properties of high-volume lithium slag cement composites10
Physicochemical properties of Portland cement/calcium aluminate cement/calcium sulfate ternary binder exposed to long-term deep-sea conditions10
Analysis of the microcharacteristics of different kinds of asphalt based on different aging conditions10
Effect of fibre type and content on performance of bio-based concrete containing heat-treated apricot shell10
Influential factors for double-K fracture parameters analyzed by the round robin tests of RILEM TC265-TDK10
Evolution of the early compressive strength of cement-slag pastes with CaO-based expansive agent9
A new accelerated salt weathering test by RILEM TC 271-ASC: preliminary round robin validation9
Experimental assessment of microwave heating assisted aggregate recycling from dried and saturated concrete9
Shear behaviour of hollow precast concrete-composite structures9
Influence of geometrical parameters on the splitting forces in textile-reinforced concrete9
The incorporation of fine recycled concrete aggregates as a main constituent of cement9
RILEM TC 277-LHS report: additives and admixtures for modern lime-based mortars9
Effect of surface moisture on air-permeability kT and its correction9
Discrete element simulation on anti-rutting performance of PAC-13 pavement in urban roads9
Calibration of a concrete damage plasticity model used to simulate the material components of unreinforced masonry reinforced concrete infill frames9
Mechanical and durability properties of concrete subjected to early-age freeze–thaw cycles9
Effect of bitumen composition on micro-structure and rheological properties of styrene–butadiene–styrene modified asphalt before and after aging9
Characterization of mechanical behavior and mechanism of hybrid fiber reinforced cementitious composites after exposure to high temperatures9
Phase-separated microstructures and viscosity-time behavior of graphene nanoplatelet modified warm-mix epoxy asphalt binders9
Electric potential and current distribution in contaminated porous building materials under electrokinetic desalination9
Recommendation of RILEM TC 258-AAA: RILEM AAR-12: determination of binder combinations for non-reactive mix design or the resistance to alkali-silica reaction of concrete mixes using concrete prisms −9
Compressive behaviour of alkali-activated slag-based concrete and Portland cement concrete incorporating novel multiple hooked-end steel fibres9
Adhesion, rheology and temperature-adjusting performance of polyurethane-based solid–solid phase change asphalt mastics subjected to laboratory aging9
The dispersing performances of polycarboxylate superplasticizer in cement pastes prepared with deionized water and seawater9
Tensile behaviour of reinforced UHPFRC elements under serviceability conditions9
The interfacial effect of mineral filler to asphalt binder and its influence on asphalt aging behavior9
A simplified approach for prediction of concrete resistivity: experimental study and mathematic model9
Finite element modelling of UHPC under pulsating load using X-ray computed tomography based fiber distributions9
Bond strength of reinforcing bars in hybrid fiber-reinforced SCC with binary, ternary and quaternary blends of steel and PVA fibers9
Recommendation of RILEM TC 258-AAA: RILEM AAR-11: determination of binder combinations for non-reactive mix design or the resistance to alkali-silica reaction of concrete mixes using concrete prisms −9
Influence of preparation methods on the performance of cold-mixed epoxy bitumen8
Reliability-based assessment of the partial factor for shear design of fibre reinforced concrete members without shear reinforcement8
Influence of residual SB di-block in SBS on the thermo–oxidative aging behaviors of SBS and SBS modified asphalt8
Experimental study and field application of abrasion resistance for the repair of concrete water-conveying structures8
Fresh properties of concrete containing calcined clays: a review by RILEM TC-282 CCL8
Functional and environmental performance of plant-produced crumb rubber asphalt mixtures using the dry process8
Steered fiber orientation: correlating orientation and residual tensile strength parameters of SFRC8
New methodology to analyze the steel–concrete bond in CFST filled with lightweight and conventional concrete8
Bond performance of deformed steel rebars in HSC incorporating industrially produced recycled concrete aggregate8
Flow behavior of cementitious-like suspension with nano-Fe3O4 particles under external magnetic field8
Estimating service life of reinforced concrete structures with binders containing silica fume and metakaolin under chloride environment: durability indicators and probabilistic assessment8
The potential impact of size effects on compressive strength for the estimation of the Young’s modulus of concrete8
The theoretical basis of testing methods to determine double-K criterion for crack propagation in concrete: technical report of the RILEM TC265-TDK8
Hygrothermal simulation of building performance: data for Scottish masonry materials8
Effect of dry–wet cycle aging on physical properties and chemical composition of SBS-modified asphalt binder8
The influence of the chemical composition of hydrogels on their behavior in cementitious materials8
LA-ICP-MS on hardened cement paste: laser-material interaction, signal formation and optimization of laser fluence8
Durability of slag-blended cement due to U-phase instability in sulphate environment8
Triaxial mechanical behaviour of hybrid basalt–polypropylene fibre-reinforced concrete: The effect of micro-fibres at multi scale levels8
Assessment of the post-fire residual bearing capacity of FRC and hybrid RC-FRC tunnel sections considering thermal spalling8
Evaluation of distributed fibre optic sensors in structural concrete8
Local Al network and material characterization of belite-calcium sulfoaluminate (CSA) cements8
Spherical indentation test for quasi-non-destructive characterisation of asphalt concrete8
Carbon nanotubes do not provide strong seeding effect for the nucleation of C3S hydration8
Study on testing methods for water resistance of underwater cement paste7
Recommendation of RILEM TC 258-AAA: RILEM AAR-13: application of alkali-wrapping for concrete prism testing to assess the expansion potential of alkali-silica reaction7
Complex modulus of cement-bitumen treated materials produced with different reclaimed asphalt gradations7
Study on asphalt layer of composite pavement temperature shrinkage stress considering stress relaxation7
Aging resistance of SBS–SBR composite modified asphalt materials for high altitude and cold regions7
Investigation on the quasi-static mechanical properties and dynamic compressive behaviors of ultra-high performance concrete with crumbed rubber powders7
Impact of cracks on distribution of chloride-induced reinforcement corrosion7
3D printing as an automated manufacturing method for a carbon fiber-reinforced cementitious composite with outstanding flexural strength (105 N/mm2)7
Recommendation of RILEM TC 258-AAA: RILEM AAR-0 outline guide to the use of RILEM methods in the assessment of the alkali-reactivity potential of concrete7
Fatigue behavior and phenomenological modeling of porous asphalt concrete under freeze–thaw cycling7
Revisiting the iron-rich “ordinary Portland cement” towards valorisation of wastes: study of Fe-to-Al ratio on the clinker production and the hydration reaction7
Experimental study on the dynamic behaviour of expanded-shale lightweight concrete at high strain rate7
Development of double-helix macro BFRP fibers for concrete reinforcement7
Reinforcement of cement paste by reduced graphene oxide: effect of dispersion state7
Self-healing properties of nano-montmorillonite-enhanced asphalt binders from the perspective of energetics and morphology7
Enhancement of fabric–mortar interfacial adhesion by particle decoration: insights from pull-off measurements7
A thermo-hydro-mechanical numerical model for plain irradiated concrete in nuclear shielding7
Analysis of reclaimed asphalt blended binders using linear and nonlinear viscoelasticity frameworks7
Effect of short-term and long-term ageing on the elastic and creep behaviour of modified binder containing different SBS copolymer7
External sulfate attack: comparison of several alternative binders7
Evaluation of alkali–silica reaction damage in concrete by using acoustic emission signal features and damage rating index: damage monitoring on concrete prisms7
Development of an energy-based framework to determine the surface free energy of asphalt binder: theoretical models7
Effect of steel–FRP ratio and FRP wrapping layers on tensile properties of glass FRP-wrapped ribbed steel reinforcing bars7
Interdependent factors contributing towards carbonation of steel slag compact: consideration of casting pressure, water dosage and carbonation duration7
Use of acoustic emission for exploring characteristics and behaviors of mixed-mode fracture process of asphalt mixtures7
Using micro-XRF to characterize chloride ingress through cold joints in 3D printed concrete7
Durability of concrete made with recycled concrete aggregates after exposure to elevated temperatures7
Cement and hydroxyethyl methyl cellulose interaction: The performance of cement-based adhesives7
Rheological properties and polymer phase structure characterization of SBS/CR composite modified asphalt (CMA) binders7
FFT-based model for irradiated aggregate microstructures in concrete7
Lateral dilation and limited value of volumetric ratio of stirrups for ultra-high strength concrete confined with spiral stirrups7
Durability of clinker reduced shotcrete: Ca2+ leaching, sintering, carbonation and chloride penetration7
Durability performance of Portland limestone cement mortar containing butyl and zinc stearate admixtures7
Use of Kramers–Kronig relations to construct the master curves of asphalt materials7
Rheological evaluation of pg 64–22 asphalt binder modified with lignin of pinus and eucalyptus woods7
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