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        <title>Frontiers in Materials | Structural Materials section | New and Recent Articles</title>
        <link>https://www.frontiersin.org/journals/materials/sections/structural-materials</link>
        <description>RSS Feed for Structural Materials section in the Frontiers in Materials journal | New and Recent Articles</description>
        <language>en-us</language>
        <generator>Frontiers Feed Generator,version:1</generator>
        <pubDate>2026-07-08T07:44:04.79+00:00</pubDate>
        <ttl>60</ttl>
        <item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1858512</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1858512</link>
        <title><![CDATA[Experimental study on the mechanism and active prevention and control of crystalline clogging in tunnel drainage systems in limestone areas]]></title>
        <pubdate>2026-07-07T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Biao Shu</author><author>Chenglin Du</author><author>Xinxian Li</author><author>Wen Nie</author><author>Haobin Cui</author><author>Jia Li</author><author>Bo Chen</author>
        <description><![CDATA[The tunnel drainage system in limestone areas is highly susceptible to calcium carbonate crystallization clogging, which abnormally increases pore water pressure and threatens structural safety. Although traditional passive dredging methods are widely used, there is a critical research gap regarding the dynamic evaluation of complex material interventions under active flowing karst water. To elucidate the internal clogging mechanism and propose an “active prevention” material-source control strategy, this study combined on-site sampling from the Hubeishan Tunnel of the Guangzhou-Shenzhen Expressway with large-scale dynamic physical model simulations under single-factor controlled conditions. The results demonstrate that: (1) The clogging material is predominantly calcite (>98% purity), originating from the continuous leaching of free calcium in highly alkaline shotcrete. (2) The accelerator exhibits a nonlinear regulatory effect; a 10% dosage serves as the optimal independent threshold to prevent severe calcium leaching caused by micro-defects at higher dosages. (3) For water reducers, a 5% dosage is identified as the optimal independent threshold, whereas increasing the dosage to 10% triggers a severe crystallization outbreak, indicating the highest clogging risk. (4) Fly ash demonstrates a robust linear inhibitory effect on crystallization accumulation, with a 20% dosage acting as its optimal independent threshold. Furthermore, aggressive highly mineralized water (e.g., NaHCO3-type) directly skips atmospheric CO2 diffusion, rapidly reacting with leached calcium and exponentially accelerating the clogging process. These findings shift the engineering paradigm from passive mitigation to active source interception, providing critical quantitative references for suppressing early-stage calcium leaching and laying a theoretical foundation for future multi-factor orthogonal mix design in deep-buried karst tunnels.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1869575</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1869575</link>
        <title><![CDATA[Suppression of torsional fatigue cracking in a 35CrMo planetary carrier by QPQ treatment]]></title>
        <pubdate>2026-07-07T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Yong Ma</author><author>Jiangang Zhang</author><author>Qingbi Zhao</author><author>Shengdun Zhao</author><author>Fan Li</author>
        <description><![CDATA[A 35CrMo planetary carrier used in a hybrid transmission system was found to crack at the window region during torsional fatigue testing, threatening component durability and service reliability. To identify the failure origin and improve crack resistance without changing the component geometry or substrate material, static torsion testing, fracture observation, finite element stress analysis, surface characterization, comparative process evaluation, and component-level fatigue verification were carried out. The static torsion test yielded a torque of 5310 N·m, much higher than the applied fatigue load of ±2200 N·m, indicating that the failure was unlikely to be caused by gross overload. Fractographic observations revealed brittle features, including intergranular and cleavage fracture, suggesting surface-controlled crack initiation in the local high-stress window region. Compared with atmosphere nitriding, QPQ treatment produced a denser and more continuous compound layer mainly composed of ζ-Fe2N and Fe3O4, with a white-layer thickness of about 17.6 μm. The surface hardness increased to 785 HV1, and dry sliding tests showed lower friction fluctuation and a narrower wear scar width. Fatigue verification showed no cracking in QPQ-treated planetary carriers, demonstrating that QPQ treatment can effectively reduce crack-initiation tendency and improve the service reliability of 35CrMo planetary carriers.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1872779</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1872779</link>
        <title><![CDATA[Effects of RCA and ITS on the performance of cement-stabilized macadam]]></title>
        <pubdate>2026-07-02T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Xin Lu</author><author>Jingjing Huang</author><author>Yaogang Tian</author><author>Xiaohui Yan</author><author>Jing Jiang</author><author>Chunlin Yang</author><author>Jun Zhang</author>
        <description><![CDATA[To explore the resource utilization approaches of construction solid waste, this study partially replaced natural crushed stones with recycled coarse aggregates (RCAs) (0%, 30%, 50%, and 70%) and used iron tailings sand (ITS) replace part of the natural sand (0%, 25%, 50%, and 75%) in the preparation of cement-stabilized macadam (CSM). Through unconfined compressive strength, flexural tensile strength, dry shrinkage, and temperature shrinkage tests, the mechanical properties and shrinkage characteristics were systematically analyzed. The results indicate that with increasing RCA dosage, the strength of the CSM exhibits a downward trend, but the incorporation of ITS can effectively improve its mechanical properties. Multi-scale experiments show that 50% ITS has the best synergistic effect. ITS mitigates the defects caused by RCAs through micro-filling and particle interlocking, reducing interface microcracks by 40%, and forming a continuous interface transition zone (ITZ). At the microstructure level, flaky ITS particles refine the pores, delay strain failure, and promote ductile behavior. This research provides a scientific basis for infrastructure recovery through the high-value utilization of waste materials and tailings.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1857441</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1857441</link>
        <title><![CDATA[Natural rubber modified asphalt with dynamic disulfide bonds and hydrogen bonds: rheological behavior and self-healing performance]]></title>
        <pubdate>2026-07-01T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Xiaoyu Yu</author><author>Xuejuan Cao</author><author>Tianqiang Jiang</author><author>Zhe Wu</author><author>Guilian Cao</author><author>Miao He</author>
        <description><![CDATA[Natural rubber-modified asphalt suffers from weak high-temperature deformation resistance and inferior self-healing capacity. To address these drawbacks, this work fabricates a novel self-healing rubber asphalt (CD-ENRA) via synergistic reinforcement of epoxidized natural rubber (ENR) and cellulose nanocrystal (CNC), combined with dynamic disulfide bond crosslinking. A bio-based composite modifier (C-ENR) was first synthesized with ENR and CNC as reinforcing fillers, followed by incorporation of a dynamic disulfide crosslinker (DTSA), and systematic characterizations were conducted to clarify how C-ENR and DTSA dosages affect the conventional pavement performance indicators, rheological behaviors, micromorphology, and self-repairing capability of CD-ENRA. At the optimal formulation of 5 wt% C-ENR and 0.75 wt% DTSA (denoted CD-ENRA-5), the softening point and ductility increased by 6.46% and 16.82%, respectively, compared with the DTSA-free counterpart C-ENRA-5, demonstrating superior high-temperature stability and low-temperature flexibility. At elevated temperatures, CD-ENRA-5 possessed the maximum crosslink density, which suppressed the slippage of asphalt molecular chains; consequently, it delivered the highest complex modulus and smallest phase angle across all specimens, alongside a 58.24% reduction in unrecoverable creep compliance, thereby greatly improving rutting resistance. For low-temperature service performance, CD-ENRA-3 (3 wt% C-ENR + 0.45 wt% DTSA) achieved the minimum complex modulus owing to its moderate crosslink density that maintained sufficient mobility of molecular segments, showing the best resistance to low-temperature cracking. Microscopic observations revealed that CNC constructed a sacrificial hydrogen-bond network to facilitate energy dissipation and realize homogeneous dispersion of the ENR matrix. Benefiting from the reversible dynamic disulfide bonds, CD-ENRA-5 exhibited prominent crack self-healing performance, with a healing index up to 67.5% after 35 min of healing treatment. Collectively, the incorporation of dynamic disulfide bonds simultaneously strengthens the high-temperature rheological performance, low-temperature toughness, and intrinsic self-healing property of ENR/CNC composite modified asphalt. The fabrication of high-performance, self-healing bio-based asphalt modifiers from renewable raw materials provides a promising strategy for advancing sustainable and eco-friendly pavement construction materials.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1900366</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1900366</link>
        <title><![CDATA[Editorial: Advancing eco-friendly construction: the role of biomass and waste integration]]></title>
        <pubdate>2026-07-01T00:00:00Z</pubdate>
        <category>Editorial</category>
        <author>Jue Li</author><author>Chen Chen</author><author>Miao Yu</author>
        <description></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1845994</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1845994</link>
        <title><![CDATA[Experimental study on failure process of tailings dams under water infiltration and rainfall]]></title>
        <pubdate>2026-06-26T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Yixiong Gan</author><author>Wengang Liu</author><author>Bo Zhang</author><author>Ye Cheng</author><author>Wende Zhu</author><author>Weipeng Hao</author><author>Chen Wang</author>
        <description><![CDATA[IntroductionThis study investigated the failure mechanisms of tailings dams through centrifuge model tests using a multifunctional geotechnical centrifuge.MethodsSpecialized infiltration devices and rainfall simulation systems were developed for the centrifugal environment to examine dam behavior under both water seepage and rainfall conditions. The research systematically analyzed the failure evolution process while comprehensively evaluating multiple response parameters including water level, pore pressure, earth pressure, and displacement during deformation and failure.ResultsThe experimental results demonstrate that under water infiltration conditions, with settlement initiating at the crest at 700 s, on the slope surface at 900 s, and at the toe at 1000 s. And higher stacking height leads to larger settlement. Significant pore pressure buildup near the dam crest leads to progressive cracking and eventual global sliding failure. Rainfall conditions produce distinct failure characteristics featuring surface erosion coupled with rapid pore pressure increases, resulting in auniform surface erosion rather than deep-seated progressive failure Furthermore, the study established a quantitative model relating loading rate to stability and proposed a four-stage early warning thresholds (stable: <2.6, initial deformation: 2.6–5.6, accelerated development: 5.6–13.1, failure: ≥13.1 m/year) based on the observed evolutionary patterns, providing valuable guidance for safe construction practices.DiscussionThese findings offer important insights into tailings dam failure mechanisms under different environmental conditions, with significant implications for disaster prevention in similar geotechnical engineering projects.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1816072</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1816072</link>
        <title><![CDATA[On the detection of re-entrant features from metal additively manufactured samples and their correlations with manufacturing parameters]]></title>
        <pubdate>2026-06-23T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Tomasz Bartkowiak</author><author>Michał Jakubowicz</author><author>Patryk Mietliński</author><author>Michał Wieczorowski</author>
        <description><![CDATA[Metal additive manufacturing (AM), particularly laser powder bed fusion (L-PBF), often yields complex surface topographies that include re-entrant features—undercut geometries that cannot be detected or quantified using conventional surface metrology based on single-valued height functions. These features influence key functional properties such as wettability, fatigue strength, and tribological behavior, and may also serve as indicators of sub-optimal processing conditions. In this work, we present a systematic methodology for the detection and quantification of re-entrant features from cross-sectional profiles obtained via high-resolution X-ray micro-computed tomography (microCT). Titanium alloy samples (Ti-6Al-4V) were manufactured using 20 combinations of laser power and scanning speed. From each reconstructed volume, profiles were extracted and analyzed using a geometric algorithm based on B-spline form fitting and projection tracking. Two quantitative metrics were introduced to describe the share of re-entrant features with respect to both the total profile length and its fitted form. Statistical evaluation using two-way ANOVA revealed that laser power has a significant effect on re-entrant feature intensity (p < 0.05), whereas scanning speed showed no meaningful influence within the tested range. Linear regression confirmed a strong correlation (R2 > 0.9) between both metrics and laser power. The results demonstrate that insufficient energy input promotes the formation of re-entrant geometries through incomplete melting and particle bonding. The proposed method enables quantitative assessment of complex AM surface features that are inaccessible to traditional instruments, offering a pathway toward improved process control, surface quality evaluation, and functional performance optimization in metal AM. The geometry-based nature of the method suggests its applicability to a broader range of materials and additive manufacturing processes, provided appropriate imaging resolution is achieved.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1831858</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1831858</link>
        <title><![CDATA[Reaction mechanisms of the hydration products of solidified sulfate saline soils in the long-term solid waste period]]></title>
        <pubdate>2026-06-16T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Chongyang Wang</author><author>Jingwei Gong</author><author>Chong Shi</author><author>Miaomiao Gong</author><author>Zeshi Ren</author>
        <description><![CDATA[To ensure effective utilization of saline soils in cold and arid areas as engineering materials, we used calcium carbide slag along with slag, slag + fly ash, and fly ash as the cementitious materials to solidify sulfate saline soil. We then studied the effects of the salt content, calcium carbide slag content, and aging period on the compressive strengths of solidified soil samples containing different compositions of the active cementitious materials. The hydration products of the solidified soil samples were characterized under different conditions by X-ray diffraction, scanning electron microscopy, energy dispersive spectroscopy, thermogravimetric analysis, and mercury intrusion porosimetry. The results of these analyses showed thast the salt and calcium carbide slag contents significantly affected the strengths of the solidified soil samples. When the salt content was 3.1% and calcium carbide slag content was 7%, the synergistic effects were found to be maximal in the solidified soil system containing different active cementitious materials. Moreover, under high salt content and a lengthy aging period, we found that stronger activities of the cementitious materials were not linked to higher strengths of the solidified soil samples. Through experimental evaluations, we found that the influence of high salt content on the solidified soil was reflected in changes in the amounts of hydration products formed and the corresponding pore structure.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1813690</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1813690</link>
        <title><![CDATA[Effect of fly ash and metakaolin on early-age autogenous shrinkage and mechanical properties of ultra-high-performance concrete]]></title>
        <pubdate>2026-06-15T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Yutai Liu</author><author>Ruiqing Hao</author><author>Lin Liao</author><author>Jinchang Zhao</author><author>Zhiling Liao</author><author>Zebiao Hou</author><author>Mingji Ding</author>
        <description><![CDATA[To address the severe autogenous shrinkage and high cracking risk caused by the extremely low water-to-binder ratio in traditional ultra-high-performance concrete (UHPC), this study incorporates fly ash (FA, 10%, 20%, and 30%) and metakaolin (MK, 5%, 10%, and 15%) individually, as well as in binary blending (20% total replacement), as partial cement replacements in UHPC production. All specimens were subjected to standard room-temperature curing conditions (20 °C ± 2 °C). The effects and underlying mechanisms of FA and MK on the rheological properties, mechanical properties, shrinkage behavior, and microstructure of UHPC were systematically investigated. The results of experiments and microscopic analysis (XRD and SEM) indicate that while the incorporation of FA reduces the mechanical properties slightly, it significantly enhances the rheological performance and effectively mitigates early-age autogenous shrinkage of UHPC. On the other hand, although the addition of MK impairs both the rheological and mechanical properties of UHPC slightly, it notably compensates for autogenous shrinkage deformation. With a binary blend of 20% (10% FA and 10% MK), the 28 days compressive strength of UHPC was 85.5% that of the control group, the tensile strength increased by 3.3%, and early-age autogenous shrinkage decreased by 28.4%. Although MK reduces the rheology due to its competitive water consumption with cement particles, the micro-expansion products generated by its highly reactive components, as confirmed by XRD and SEM analyses, significantly alleviate autogenous shrinkage. This study provides an effective strategy for autogenous shrinkage control in UHPC.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1715897</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1715897</link>
        <title><![CDATA[Sand shape effect on the hydraulic conductivity and compressibility of clay sand liners]]></title>
        <pubdate>2026-06-12T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Muawia Dafalla</author><author>Abdullah A. Shaker</author>
        <description><![CDATA[Designing environmental protection barriers requires careful consideration in the choice of coastal sand material used in clay-sand mixtures. The purpose of this study is to present a comparison and guide between two methodologies to investigate sands of different nature and shapes for the hydraulic conductivity and compressibility. Hydraulic conductivity is generally measured using the falling head test, which was carried out in a cell with a rigid lateral wall and one-dimensional water flow. The flexible wall method is another approach that simulates the natural field conditions. ASTM D5084 and BS1337-6:1990 were found appropriate to provide reliable hydraulic conductivity values. The differences in hydraulic conductivity measurements are expressed in terms of orders of magnitude. A flexible wall, falling head permeameter unit in which lateral confinement can be controlled and changed, was utilized for this study. The flow was found to assume different passages with enlarged tracks when confinement is relaxed. The sphericity of the sand grains used in this study indicated a 0.860 for rounded grains and 0.642 for the angular grains. The tests conducted enabled comparison of compressibility and geotechnical parameters for the clay sand mixtures, including sand of different shapes and angularity. The differences obtained for the hydraulic properties are influenced by the grain size and shape. Predicted hydraulic conductivity and compressibility depends to a greater extent on the shape and sand texture. The obtained results can be used as a predictive guide to liner performance and field applications.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1836853</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1836853</link>
        <title><![CDATA[The effect of treatment way of wash water form ready-mixed concrete plant on the properties of mortar]]></title>
        <pubdate>2026-06-11T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Haitao Zhou</author><author>Xianwei Ma</author><author>Xiao Wang</author><author>Feng jian Zhang</author><author>Lanzhen Yu</author>
        <description><![CDATA[The settling time of wash water from a ready-mixed concrete plant in a tank will affect its solid content and ion concentrations, which will further influence the properties of new concrete mixed using that wash water. However, the effects of settling time and ion concentration have received scant attention. A method of simulating wash water formation in a ready-mixed concrete plant was provided in this article. Different settling times were designed, and a retarding component (RC) was added to change the solid content and ionic concentrations. The fluidity, strength, and hydration of mortar mixed with wash water were studied. The results show that a long wash water settling time can improve the strength of mortar, but the RC will increase the solid content and reduce the ion concentrations in the wash water. As a result, a longer settling time is required. In a word, a suitable wash water settling time is beneficial to mortar properties.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1795783</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1795783</link>
        <title><![CDATA[Physical and mechanical properties of self-compacting lime-cement-fly ash mixtures]]></title>
        <pubdate>2026-06-08T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Dongguo Li</author><author>Yuhang Cui</author><author>Hongjun Zhang</author><author>Xuemin Zhao</author><author>Fanghui Guo</author>
        <description><![CDATA[Developing subgrade materials that combine environmental benefits with engineering performance offers an effective pathway for fly ash utilization. This study systematically investigated the physical and mechanical properties and optimized the mix design of a lime-cement-fly ash mixture (L.C.F.mix). Specimens were prepared with varied lime content, cement content, foaming agent dosage, and water content. Unconfined compressive strength (UCS) tests, ultrasonic pulse velocity (UPV) tests, scanning electron microscopy (SEM), and energy-dispersive X-ray spectroscopy (EDS) were performed to elucidate relationships between macroscopic properties and microscopic structure. Rough set theory quantified the influence of lime content, cement content and foaming agent dosage on UCS. The results indicated that the UCS of the L.C.F.mix increased significantly with curing age. UCS values exceeded 0.6 MPa at 7 days and 1.2 MPa at 28 days. Both values meet the strength requirements for highway subgrade materials. Increasing the total lime-cement content from 12% to 14% produced gradual strength gains. In contrast, increasing the foaming agent dosage from 1:50 to 1:30 reduced strength. An inflection point was observed at a foaming agent dosage of 1:45. The 28 days dry density ranged from 777 to 852 kg × m-3, indicating that the material can be classified as lightweight. Rough set analysis ranked the factors influencing UCS as follows: cement content > foaming agent dosage > lime content. Ultrasonic pulse velocity correlated positively with cement content. This trend indicated increased matrix densification with higher cement content. SEM and EDS analyses confirmed that specimens with uniform distribution of elements (Si, Al, Ca, Fe) formed dense three-dimensional networks via hydration products. This microstructure thus conferred optimal structural integrity. The recommended optimal mix ratio for L.C.F.mix is lime:cement:fly ash = 6:8:88, with a water content of 52% and a foaming agent dosage of 1:45. The findings provide a scientific basis for large-scale application of the L.C.F.mix in hard-to-compact areas, such as abutment backs and narrow structures, and support advancements in green infrastructure and industrial waste recycling.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1799264</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1799264</link>
        <title><![CDATA[Study on seismic response of gabbro rock slope based on the back slope effect]]></title>
        <pubdate>2026-06-04T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Lei Zhang</author><author>Yunsheng Wang</author><author>Zhihua Tan</author><author>Yanyun Fan</author><author>Fasen Jiang</author><author>Jian Mi</author><author>Hongbiao Xu</author>
        <description><![CDATA[IntroductionThe Back Slope Effect (BSE) describes the tendency of slopes facing seismic wave propagation (back slopes) to suffer more landslides than slopes facing the opposite direction (front slopes). Despite its importance in seismic hazard assessment, quantitative verification and mechanical interpretation of BSE remain limited. Using the 2008 Wenchuan earthquake as a case study, this paper combines field investigation with 3D numerical simulation to confirm the existence of BSE and analyze its underlying mechanism.MethodsThe study area lies in Yinxing Village, Wenchuan County, a high-mountain valley terrain underlain primarily by gabbro. Landslide distribution and geological characteristics were mapped through remote sensing interpretation and field survey. A 3D geological model of the B01 landslide zone was built in FLAC3D. Seismic input was derived from records at the Wolong monitoring station, with dominant frequencies restricted to below 20 Hz and Rayleigh damping set at 5%. Eighteen pairs of monitoring points were installed across the back and front slopes to capture and compare dynamic responses.Results Simulations show consistent amplification on the back slope. Acceleration and stress values at the majority of monitoring points exceed those on the front slope; specifically, 13 out of 18-point pairs record higher x-direction acceleration. Plastic zone analysis reveals more extensive shear failure development on the back slope. Amplification is elevation-dependent and nonlinear: acceleration peaks in the middle-lower slope (1020-1080 m), whereas displacement and stress amplification in the y and z directions become pronounced at higher elevations, with z-direction stress maximizing at 1860 m. Field measurements validate the numerical outcomes: landslide linear density on the back slope reaches 0.0013 m-1, markedly higher than on the front slope.DiscussionThese results establish BSE as a key control on seismic landslide distribution. The observed nonlinear amplification, i.e., mid-to-lower slope acceleration concentration combined with upper-slope stress buildup, explains why back slopes experience higher failure rates under seismic loading. The quantified amplification patterns offer direct support for risk zoning and early-warning system design in back-slope areas.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1853214</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1853214</link>
        <title><![CDATA[Experimental study on the degradation behavior of FRP-confined RC columns under coupled Wind–Sand erosion and freeze–thaw cycles]]></title>
        <pubdate>2026-05-26T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Wenhao Ren</author>
        <description><![CDATA[Reinforced concrete (RC) structures in cold and arid regions are simultaneously subjected to wind–sand erosion and freeze–thaw cycles, resulting in complex deterioration of their mechanical performance. To investigate this coupled effect, a series of laboratory tests were conducted on FRP-confined RC columns under controlled environmental conditions, including wind–sand erosion at a velocity of 26 m/s and freeze–thaw cycles ranging from −20 °C to +20 °C up to 200 cycles. The experimental results indicate that plain concrete specimens exhibit significant degradation, with reductions of 32.4% in compressive strength and 36.7% in flexural strength after 200 cycles. In contrast, specimens confined with CFRP, GFRP, and BFRP retain 87.2%, 84.6%, and 82.1% of their initial mechanical properties, respectively, demonstrating the effectiveness of FRP confinement in mitigating environmental damage. Based on the observed behavior, the damage evolution mechanisms under coupled wind–sand erosion and freeze–thaw actions are systematically analyzed. Wind–sand erosion increases surface permeability and facilitates moisture ingress, while freeze–thaw cycles induce internal microcracking and reduce material cohesion. The interaction between these processes forms a positive feedback mechanism that accelerates structural deterioration. Although FRP confinement restrains lateral expansion, it cannot prevent the accumulation of internal damage, leading to interfacial debonding, local bulging, and eventual rupture. Furthermore, a unified multi-parameter empirical model is proposed to quantitatively predict the degradation behavior of FRP-confined RC columns by incorporating the effects of freeze–thaw cycles, erosion intensity, and confinement characteristics. The proposed model shows good agreement with the experimental results, with the coefficient of determination (R2) ranging from 0.9126 to 0.9413 for all specimens, indicating high predictive accuracy and robustness. Finally, this paper presents engineering design recommendations for FRP-reinforced concrete columns under various environmental conditions.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1842532</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1842532</link>
        <title><![CDATA[Study on the durability and micro-mechanism of granite manufactured sand concrete under coupled alkali-silica reaction and sulfate attack]]></title>
        <pubdate>2026-05-21T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Junhui He</author><author>Yuhan Luo</author><author>Xiaoyu Liu</author><author>Liuyuan Lan</author><author>Junlin Liang</author><author>Xiaolong Yang</author>
        <description><![CDATA[Granite manufactured sand is increasingly used as a substitute for river sand, but its potential alkali-silica reactivity may aggravate durability deterioration in sulfate-rich environments. This study investigated the coupled effect of alkali-silica reaction (ASR) and sulfate attack on granite manufactured sand concrete, and evaluated the mitigating performance of fly ash, silica fume, slag, alumina, and aluminum hydroxide by sulfate wet-dry cycling, chloride ion penetration testing, and SEM/EDS/XRD analyses. ASR accelerated sulfate-induced strength deterioration; after 100 wet-dry cycles, the concrete containing 30% fly ash maintained a corrosion resistance coefficient of about 0.79, whereas the coefficients of the other single-admixture mixtures were below 0.75. Among the blended systems, slag + alumina, slag + aluminum hydroxide, and fly ash + silica fume + slag all retained corrosion resistance coefficients above 0.75 after 100 cycles. EDS results further showed that the Ca/Si ratio decreased from 0.93 in the reference group to 0.64, 0.51, and 0.51 in the fly ash, silica fume, and slag groups, respectively, but increased to 1.43 in the alumina group, indicating clear differences in gel chemistry and sulfate-response pathways. Overall, mineral admixtures improved matrix compactness and chloride resistance, whereas aluminum-based additives alone provided weaker sulfate resistance; the combined use of mineral admixtures and aluminum-based compounds showed a synergistic benefit under coupled deterioration.]]></description>
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        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1824942</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1824942</link>
        <title><![CDATA[Mechanical properties and comprehensive evaluation of fly ash-metakaolin geopolymer mortar: combined effect of FA/MK ratio, NaOH concentration and curing condition]]></title>
        <pubdate>2026-05-21T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Shaolong Wu</author><author>Zheng Zhang</author><author>Zhiqiang Huo</author><author>Zhengxun Yang</author><author>Jinwei Jia</author>
        <description><![CDATA[Geopolymers are widely regarded as the best low-carbon alternatives to ordinary Portland cement (OPC). However, most previous studies on precursor composition, alkali concentration, and curing conditions have been limited to single factors or partial combinations, failing to reflect the combined effects of all variables simultaneously. As a result, the optimal mixtures derived from isolated variables can easily fall into local optima and mask the true comprehensive potential of the material, significantly reducing their reference values. Therefore, this work designed a systematic experimental program covering 72 mix combinations, and a dynamic multi-objective evaluation model integrating the AHP-entropy weight method and grey clustering analysis was established to simultaneously assess mechanical performance, workability, and environmental impact (GWP). Comparative studies have shown that with the optimization of these factors, the comprehensive performance of Fly ash-metakaolin (FA-MK) geopolymer mortar has been significantly enhanced. The model identified an optimal mixture (FA/MK = 6:4, 12 mol/L NaOH, ambient curing) achieving a compressive strength of 65 MPa and a GWP of only 193.65 kg/t. Compared to higher-MK or heat-cured systems, this mixture avoids microstructural damage, reduces GWP by up to 66.36 kg/t, and improves workability, with a strength reduction of no more than 6.4 MPa. Compared to the pure FA system, compressive strength more than doubled at an acceptable environmental cost. More importantly, by integrating subjective AHP and objective entropy weighting, the model dynamically adjusts indicator weights to reflect specific engineering priorities, overcoming the limitations of traditional single-objective optimization. Beyond FA-MK geopolymers, it can be extended to other multi-source solid waste cementitious systems, serving as a flexible and practical tool for customized mixture design in sustainable construction.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1788487</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1788487</link>
        <title><![CDATA[Experimental study on mechanical properties and microscopic mechanism of solidified slit soil with nanocomposite fibers]]></title>
        <pubdate>2026-05-20T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Qixiang Yin</author><author>Qiangqiang Cheng</author><author>Mingjiao Hou</author>
        <description><![CDATA[Solid waste management and utilization are pivotal to the operation of a circular economy. Within the present study, nano-silica and nano-graphene composite fibers were incorporated as modifiers into solidified silt soil specimens, with the aim of examining how these fibrous additives affect the specimens’ mechanical performance and microstructural evolution. The findings indicate that at the 28-day curing stage, the compressive strength of glass fiber-reinforced soil specimens is 75.6% greater than that of the unmodified control group; furthermore, the addition of 1.0% silica particles results in a further 118.3% enhancement in compressive strength. Additionally, the correlation between graphene content and material toughness exhibits a nonlinear trend: as the graphene dosage increases, the toughness of specimens modified with nano-graphene composite fibers rises initially before declining thereafter. In the early hardening phase, the introduction of nano-graphene composite fibers exerts a notable promotional effect on the tensile strength development of the soil specimens. Microstructural analysis results demonstrate that elevated silica particle concentrations enhance the interfacial adhesion between flocculent reaction products, crystalline phases, and the fiber-reinforced matrix. More specifically, acicular crystalline structures fill the interfacial gaps between glass fibers and matrix constituents, forming a strong mechanical interlocking mechanism between the fibers and their adjacent matrix. Collectively, this research lays a theoretical and experimental foundation for the stability control of solidified silt soil.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1799597</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1799597</link>
        <title><![CDATA[Effect of RAP surface modification on mechanical properties of stable crushed gravel with mineral admixture]]></title>
        <pubdate>2026-05-20T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Dengqin Yu</author><author>Zhibao Zhang</author><author>Hongtao Qin</author><author>Xu Wu</author><author>Jin Chen</author>
        <description><![CDATA[To address the key bottleneck of weakened bonding at the interface between inorganic binder and aggregate caused by the surface asphalt film on reclaimed asphalt pavement (RAP) coarse aggregate, a method using mineral admixture slurry for RAP interface modification is proposed. Through compaction, unconfined compressive strength, splitting strength, and drying shrinkage tests, the effects of different RAP contents (12%, 28%, 44%, 59%) on the mechanical properties of recycled mixtures before and after modification were systematically studied, and a comprehensive evaluation was conducted in combination with function fitting (R2 ≥ 0.94) and life cycle carbon emission accounting. The results show that interface modification reduces the optimum moisture content of the P component (modified RAP) by 1.10%∼7.20% compared with the unmodified NP component (unmodified RAP), significantly improving compaction properties; the compressive strength of the P component changes in a quadratic parabolic pattern with the increase of RAP content (R2 ≥ 0.94), reaching a 28-day compressive strength of 6.5 MPa at 28% content, which is 25.0% higher than that of fully crushed stone mixture, while the NP component shows a quadratic decreasing function (R2 ≥ 0.98); the 28-day splitting tensile strength of the P component increases by 94.1% compared with the 7-day strength, and the 60-day drying shrinkage microstrain is reduced by 67.1% compared with cement- stabilized crushed stone; carbon emission accounting shows that when the RAP content is 28%, the carbon emissions per unit volume of mixture are reduced by 54.3% compared with cement-stabilized crushed stone. Interface modification technology effectively achieves the synergistic optimization of “strength improvement-crack resistance enhancement-carbon reduction” for RAP recycled mixtures, providing a theoretical basis for the high-value utilization of RAP in semi-rigid bases.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1799973</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1799973</link>
        <title><![CDATA[Deformation and failure modes of bedded and jointed rock mass material]]></title>
        <pubdate>2026-05-20T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Zixu Wang</author><author>Kepeng Hou</author><author>Huafen Sun</author><author>Yalei Zhe</author><author>Junwei Ma</author><author>Yubang Li</author>
        <description><![CDATA[The stability of bedded and jointed rock masses is threatened by progressive failure at the roof-wall junction, where a triangular relaxation zone (TRZ) forms due to excavation unloading. This study investigates the TRZ failure mechanism and its controlling factors. A mechanical model was developed to derive a stability coefficient considering bedding spacing, stacked overhanging segment length, and longitudinal joint length. FLAC3D simulations compared stope orientations along dip and strike directions. Sc decreases with increasing S and L but increases with B. Intact rock layers thicker than 10 cm show short-term self-stability. Dip-oriented stopes produced greater roof displacement and stress concentration than strike-oriented ones, triggering progressive bedding-plane failure. The TRZ evolves through delamination, cantilever bending, and chain failure along weak interfaces. Dip-oriented layouts intersect more bedding planes, worsening stability. These findings provide quantifiable criteria for support design and stope layout optimization to enhance mining safety.]]></description>
      </item><item>
        <guid isPermaLink="true">https://www.frontiersin.org/articles/10.3389/fmats.2026.1839636</guid>
        <link>https://www.frontiersin.org/articles/10.3389/fmats.2026.1839636</link>
        <title><![CDATA[Performance evaluation and engineering application of high-modulus asphalt mixtures with various modifications]]></title>
        <pubdate>2026-05-18T00:00:00Z</pubdate>
        <category>Original Research</category>
        <author>Ao Dong</author><author>Zheng Zhang</author><author>Ruiyun Zhu</author><author>Guoshu Wang</author><author>Ziyao Ping</author><author>Tingting Xie</author><author>Dongzhao Li</author><author>Erhu Yan</author><author>Linbing Wang</author>
        <description><![CDATA[High-modulus asphalt mixtures are critical for long-life pavements due to their excellent deformation resistance. This study systematically compares three modification approaches—unmodified low-penetration-grade asphalt, natural asphalt modified asphalt, and polymer modified asphalt combined with two gradation systems (HFM-20 and HFM-16). Performance was evaluated through dynamic modulus, wheel tracking, and four-point bending fatigue tests. Results show that the natural asphalt modified mixture exhibits the best overall performance, combining high modulus, high rutting resistance, and excellent fatigue life, making it the preferred solution for long-life pavements. The polymer modified mixture demonstrates outstanding high-temperature performance, while the unmodified hard-grade asphalt shows high stiffness. HFM-20 gradation better leverages the advantages of hard-grade asphalt, whereas HFM-16 provides a compensatory effect for softer binders. Microstructural characterization (FTIR, SARA, XRF) reveals that natural asphalt’s organic components are fully compatible with petroleum asphalt. Higher asphaltene and resin contents enhance adhesion and high-temperature deformation resistance. The gel-type structure of natural asphalt, classified by the Gaestel colloidal instability index (Ic), provides superior rutting resistance compared to sol-type materials. The inorganic fraction, primarily calcium carbonate, forms a natural mastic structure that balances stiffness and flexibility. These synergistic microstructural features underpin the exceptional performance of natural asphalt modified mixtures. The findings have been successfully applied to the Wuyue Expressway expansion project, providing a technical basis for material selection and structural design of high-modulus asphalt mixtures.]]></description>
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