Structural Deterioration Research Articles

Upcycling of High‐Rate Ni‐Rich Cathodes through Intrinsic Structural Features

AbstractThe paradigm shift toward the closed‐loop recycling of spent lithium‐ion batteries necessitates the direct, efficient cathode recovery that goes beyond the traditional pyrometallurgy and hydrometallurgy techniques, meanwhile avoiding substantial energy consumption, tedious procedures, or chemical contamination. In this study, a straightforward, dual‐functional upcycling approach is presented for the spent nickel‐rich cathodes to boost their high‐rate performance. Specifically, the protocol rationally employs the Li vacancy within the degraded oxide to minimize the La diffusion barrier, expanding the lattice spacing of the layered structure; the Li+ conductive, conformal LiLaO2 encapsulation further suppresses the interfacial acid corrosion and structural deterioration into the rock‐salt phase. Transmission‐mode X‐ray diffraction tracks the reversible lattice breathing of the regenerated cathode in operando, suggesting the continuous, kinetically boosted solid‐solution process with all the microcracks repaired. The as‐assembled regenerated LiNi0.8Co0.1Mn0.1O2/Graphite pouch cell (1.4Ah) thus achieves 91.0% capacity retention for 500 cycles, the energy density of 277 Wh kg−1 as well as extreme power output of 1030 W kg−1 at the cell level. This upcycling strategy paves the way for value‐added utilization of the retired Ni‐rich cathodes in practical high‐rate battery prototypes.

Le gradient reste élevé après mon TAVI, que faire?

Over the past two decades, transcatheter aortic valve implantation (TAVI) has become a safe and effective therapeutic option for symptomatic and severe aortic stenosis, regardless of the surgical risk spectrum. With the expansion of TAVI indications to low-risk and younger patients, it is crucial to ensure satisfactory and durable hemodynamic outcomes to guarantee transcatheter heart valve (THV) longevity. However, secondary THV dysfunction may occur, often manifested by an increased transvalvular gradient. According to VARC-3 criteria, these dysfunctions can be attributed to four main mechanisms: 1) structural valve deterioration; 2) non-structural valve dysfunction; 3) thrombosis; 4) and endocarditis. Each mechanism leads to specific abnormalities, requiring a systematic diagnostic approach and appropriate treatment. This article illustrates, through two clinical cases, the diagnosis and management of secondary transvalvular gradient elevation after TAVI.

Enhancing Moisture Tolerance of Sulfide Solid Electrolytes through Nano-Level Treatment Utilizing Lewis Acid Additives

Sulfide solid-state electrolytes (SSSEs), particularly the argyrodite Li6PS5Cl, are considered a promising solid electrolyte for all-solid-state batteries due to their excellent ductility and remarkable ionic conductivity. However, a significant challenge in the large-scale application of SSSEs is their lack of stability when exposed to humid air. To address these challenges, a prominent solution involves treating SSSE particles with Lewis acid additives at the nanoscale level method is employed. Some of the several Lewis acid additives considered in this study are aluminum acetylacetonate, tetrafluoro-1,4-benzoquinone, and tetracyano-ethylene. This treatment process is dispersing the SSSE particles in solution mixtures containing Lewis acid additives. Importantly, this method is designed to have minimal impact on the ionic conductivity of the SSSE. A series of investigations are conducted using various characterization techniques, including X-ray diffraction (XRD), electrochemical impedance spectroscopy (EIS), in-situ Raman spectroscopy, solid-state nuclear magnetic resonance (NMR), and synchrotron-based X-ray Absorption Near-Edge Structure (XANES). These employed techniques are essential for analyzing the structural and chemical changes in SSSE particles treated with Lewis acid additives, leading to key findings. The key finding of the study is that the SSSE particles demonstrated outstanding atmospheric stability when treated with Lewis acid additives. This stability is attributed to the establishment of a Lewis acid-base interaction between the SSSE and the additives. This interaction effectively shields the SSSE from moisture in humid air, preventing structural deterioration in the bulk region. In other words, the Lewis acid additives create a protective layer that maintains the integrity of the SSSE, even in the presence of atmospheric moisture. Moreover, the Lewis acid additives treated SSSE samples demonstrated enhanced chemical stability in the ASSB system after being exposed to moisture as compared to the pristine SSSE. Highlighting the use of Lewis acid additives to enhance the moisture stability of SSSEs as a promising approach, this improvement in stability is crucial for the practical application of SSSEs in large-scale settings where exposure to humid conditions is inevitable. The study suggests that this method could pave the way for more reliable and durable all-solid-state batteries by addressing a critical limitation of SSSEs.

In vitro degradation of a chitosan-based osteochondral construct points to a transient effect on cellular viability

Bioresorbable chitosan scaffolds have shown potential for osteochondral repair applications. Thein vivodegradation of chitosan, mediated by lysozyme and releasing glucosamine, enables progressive replacement by ingrowing tissue. Here the degradation process of a chitosan-nHA based bioresorbable scaffold was investigated for mass loss, mechanical properties and degradation products released from the scaffold when subjected to clinically relevant enzyme concentrations. The scaffold showed accelerated mass loss during the early stages of degradation but without substantial reduction in mechanical strength or structure deterioration. Although not cytotoxic, the medium in which the scaffold was degraded for over 2 weeks showed a transient decrease in mesenchymal stem cell viability, and the main degradation product (glucosamine) demonstrated a possible adverse effect on viability when added at its peak concentration. This study has implications for the design and biomedical application of chitosan scaffolds, underlining the importance of modelling degradation products to determine suitability for clinical translation.

Multifactor-coupled study on freeze-thaw forces of rocks in cold regions

This study delves into the mechanical properties of steep and rocky slopes subjected to long-term freeze-thaw actions. Considering the unique climatic conditions in cold regions, especially the significant impact of seasonal and diurnal temperature variations on slope excavation, the research focuses on a high-cold region iron ore mine. Four types of rocks commonly found in the mining area are thoroughly examined, taking into account the hydrogeological conditions of the mining area. The study systematically analyzes the mechanisms of various factors such as weathering, freeze-thaw cycles, and ice-water phase changes on the stability of cold region fractured rock masses. The research reveals that under prolonged freeze-thaw actions, crack water within the rock continuously undergoes ice-water phase changes, generating substantial freeze expansion forces that result in structural damage to the rock mass. This damage is evident not only in the development of existing microcracks but also leads to the generation of new fractures, ultimately causing deterioration in the rock mass structure. The study of the evolution patterns of freeze-thaw forces contributes to a better understanding of slope stability issues in cold region mineral resource extraction, offering crucial insights for the design, construction, and operation of related engineering projects.

Abstract Mo040: Enhanced neovascularisation does not account for preservation of cardiac function by 11βHSD1 inhibition in a pig model of myocardial infarction

While acute post-myocardial infarction (MI) survival has improved thanks to early intervention, the myocardium still sustains damage that increases the risk of heart failure. Adrenal glucocorticoids (GCs) protect cardiomyocytes immediately after MI, but inhibition of GC regeneration within the heart by 11β-hydroxysteroid dehydrogenase 1 (11βHSD1) during infarct repair prevents subsequent deterioration of ventricular structure and function. In the 11βHSD1-knockout mouse this outcome is associated with enhancement of peri-infarct neovascularisation and prevention of infarct expansion. Here, we tested the hypothesis that pharmacological 11βHSD1 inhibition after MI can preserve function in a translational pig model and investigated the role of neovascularisation. MI was induced in female minipigs via temporary coronary occlusion. A standard clinical therapy (SCT, n =9) group received statin, anti-platelet, βadrenoreceptor antagonist and ACE inhibitor immediatley after MI, and a 11βHSD1i group (n=11) received SCT +11βHSD1 inhibitor (50mg/kg) from 48h after MI until the end of the study. Prior to 11βHSD1i treatment, short-axis cine and late gadolinium-enhanced MRI showed no difference in either infarct mass (4.2±0.4g SCT vs 4.0±0.6g 11βHSD1i) or ejection fraction (EF; 60.6±2.9% SCT vs 56.6±1.8% 11βHSD1i). However, by 28 days after MI, while EF was reduced in SCT pigs to 48±4%, it was maintained in pigs given additional 11βHSD1i treatment (57.9±1.8%, p <0.05 vs SCT). Infarct mass did not differ between the two treatments, suggesting that inhibition of infarct expansion did not account for the improvement in function, this was confirmed by a similar area of infarct collagen in histological analysis. Angiogenesis, represented by an increase in CD31 +ve capillaries, was not enhanced in the infarct or the border zone (BZ) after 11βHSD1i treatment, relative to SCT. While vessel maturation (αSMA +ve vessels) was improved in the infarct compared to the remote myocardium, there was no difference between the two groups. Proteomic pathway analysis of the BZ indicated extracellular matrix organisation as the main pathway regulated by 11βHSD1i compared to SCT. In conclusion, 11βHSD1i after MI successfully preserves cardiac function and structure but the mechanism is independent of scar size reduction or enhanced neovascularisation. Instead, the beneficial effects of 11βHSD1i are likely to result from favourable regulation of collagen processing during scar formation.

Decellularized aortic homografts versus mechanical composite grafts for aortic root replacement.

Mechanical composite valve grafts (MCVGs) are the first-line therapy for aortic root replacement in young adults. Decellularized aortic homografts (DAH) present a promising novel alternative due to their lower thrombogenicity. We aimed to compare both treatment options regarding survival and valve-related adverse events. This study was designed as a single-centre retrospective cohort study including patients who underwent root replacement with MCVG or DAH between 2000 and 2022. Urgent or emergent procedures were excluded. The study cohort included 289 patients (MCVG n = 216, DAH n = 73) with a mean age of 48.5 ± 12 years (MCVG 49 ± 12 years vs DAH 47 ± 11 years; P = 0.23) and a median EuroScore II of 1.7% (1.2, 2.6). The 30-day mortality was 1% (n = 3). Cumulative survival at 3 years was 99% for DAH and 94% for MCVG, respectively (P = 0.15). Mean follow-up was 98.9 ± 72.7 months. Bleeding events (n = 14, 6.5%) and thromboembolism (n = 14, 6.5%) were only observed in the MCVG group (P = 0.19 and 0.09, respectively). Four cases (5%) of moderate structural valve deterioration occurred, all in the DAH group (P ≤ 0.001). The cumulative incidence of a composite end point of valve-related adverse events was significantly higher in the MCVG group (P = 0.0295). Aortic root replacement with MCVGs and decellularized aortic homografts showed low mortality in an elective setting. Patients in the homograft cohort demonstrated significantly higher freedom from valve-related adverse events. DAH present a promising treatment option for young patients requiring root replacement; however, data on long-term durability are needed.

Evaluating building stones: Physical-mechanical changes from high-temperature fire and water cooling

Heritage sites built with natural stone are at risk from fires, which can alter stone properties and compromise its structural integrity. Over 60 studies in the past three decades have examined fire impact on natural stone, providing insights for their prevention and restoration. The primary objectives are to develop effective strategies to mitigate fire risks, protect heritage structures, and ensure the preservation of our cultural legacy. Two noteworthy Portuguese limestones used as heritage building materials: Lioz (LL) and grey Ançã stone (GAS), were studied regarding the effect of high-temperature exposure for simulating fire at 200 °C, 400 °C and 600 °C, followed by cooling in water to reproduce fire extinguish in natural stone buildings. The findings provided insights into how the different temperatures impact the stone morphological, physical and mechanical properties. Color measurements (CIE L*a*b*) showed a color difference from 3 to 32 %; SEM-EDS confirmed microstructure modifications after fire exposure with cracks formation and intragranular porosity development. Among the diverse physical and mechanical properties of the stones, uniaxial compressive strength decreased from 1 to 33 %, Leeb D hardness decreased up to 12.2 %, lowering in open porosity was detected in the range 70–289 % and ultrasound speed propagation were significantly affected after thermal cycle at 600 °C with a negative variation reaching 49 %. Results from TGA show a loss of mass due to retained water (∼40 °C) and loss of hydration water at ∼ 120 °C in both limestones. The total mass loss (∼42–∼44 %) is associated with the loss of H2O, CO2. In conclusion, stones with higher toughness and compression strength exhibited reduced damage at high temperatures due to their enhanced resistance to fracturing under stress. As limestone's mechanical strength decreases under high temperatures, it's advisable to increase its thickness to ensure sufficient support for loads and intended conditions of use. The deficiency of analysis on limestone's mechanical decay from fire reveals a significant knowledge gap regarding the complete extent of damage and deterioration in stone heritage structures.

Long-Term Impact of Gender Differences After Transcatheter Aortic Valve Implantation

BackgroundThe short-term and midterm impact of gender differences on transcatheter aortic valve implantation (TAVI) has been studied. However, the impact on long-term clinical outcomes remains unclear. The objective of the study was to investigate the impact of gender differences after TAVI on long-term clinical outcomes and structural valve deterioration (SVD). MethodsOf the 672 consecutive patients who underwent TAVI, with balloon- or self-expandable valves, between 2013 and 2018, a total of 511 who underwent multidetector computed tomography analysis within 30 days after TAVI were included. Echocardiographic data were analyzed annually. ResultsThe number of women was 343 (67.2%), and 90.7% of them had a small annulus (< 430 mm2). The effective orifice area was significantly smaller in women compared with that in men, whereas no difference occurred in the incidence of prosthesis–patient mismatch. The incidence of leaflet thrombosis detected by multidetector computed tomography was similar for women vs men (15.2% vs 13.1%, respectively; P = 0.53). During the median follow-up of 1844 days (interquartile range: 1190-2311 days), women showed a significantly decreased incidence of all-cause mortality (hazard ratio, 0.69; 95% confidence interval, 0.54-0.90; P = 0.005). The development of SVD was comparable (hazard ratio, 0.99; 95% confidence interval, 0.78-1.25, P = 0.90). Severe frailty and the balloon-expandable valves were the independent risk factors for all-cause mortality and SVD in women, respectively. ConclusionsWomen had superior long-term clinical outcomes, compared with those of men, despite their having a small annulus. During long-term follow-up, the incidence of SVD in women was similar in the entire cohort, compared to that in men; however, balloon-expandable valves were possible risk factors for SVD in women.

Multi-scale investigation on staged deterioration mechanism of sliding-zone soils induced by reservoir fluctuations

Water level fluctuations in the reservoir deteriorate soils and rocks on the bank landslides by drying-wetting (D-W) cycles, which results in a significant decrease in mechanical properties. A comprehensive understanding of deterioration mechanism of sliding-zone soils is of great significance for interpreting the deformation behavior of landslides. However, quantitative investigation on the deterioration characteristics of soils considering the structural evolution under D-W cycles is still limited. Here, we carry out a series of laboratory tests to characterize the multi-scale deterioration of sliding-zone soils and reveal the mechanism of shear strength decay under D-W cycles. Firstly, we describe the micropores into five grades by scanning electron microscope and observe a critical change in porosity after the first three cycles. We categorize the mesoscale cracks into five classes using digital photography and observe a stepwise increase in crack area ratio. Secondly, we propose a shear strength decay model based on fractal theory which is verified by the results of consolidated undrained triaxial tests. Cohesion and friction angle of sliding-zone soils are found to show different decay patterns resulting from the staged evolution of structure. Then, structural deterioration processes including cementation destruction, pores expansion, aggregations decomposition, and clusters assembly are considered to occur to decay the shear strength differently. Finally, a three-stage deterioration mechanism associated with four structural deterioration processes is revealed, which helps to better interpret the intrinsic mechanism of shear strength decay. These findings provide the theoretical basis for the further accurate evaluation of reservoir landslides stability under water level fluctuations.

Genetic insights into serum cathepsins as diagnostic and therapeutic targets in knee and hip osteoarthritis

Osteoarthritis (OA) is a chronic disease due to the deterioration of cartilage structure and function, involving the progressive degradation of the cartilage extracellular matrix. Cathepsins, lysosomal cysteine proteases, play pivotal roles in various biological and pathological processes, particularly in protein degradation. Excess cathepsins levels are reported to contribute to the development of OA. However, the causal relationship between the cathepsin family and knee and hip OA remains uncertain. Therefore, this study utilized bidirectional Mendelian Randomization (MR) analyses to explore this causal association. Our results indicated that elevated serum levels of cathepsin O increase the overall risk of knee OA, while increased serum levels of cathepsin H enhance the risk of hip OA. Conversely, the reverse MR analyses did not reveal a reverse causal relationship between them. In summary, OA in different anatomical locations may genetically result from pathological elevations in different serum cathepsin isoforms, which could be utilized as diagnostic and therapeutic targets in clinical practice.

On decision-theoretic model assessment for structural deterioration monitoring

As data from monitored structures become more available, the demand for its efficient use in structural operation and management grows. This can be achieved by using structural response measurements to assess the usefulness of models describing deterioration processes and the mechanical behaviour of structures. This work aims to frame Structural Health Monitoring as a Bayesian model updating problem, where the quantities of inferential interest characterise the deterioration process and/or structural state. Using posterior estimates of these quantities, a decision-theoretic definition is proposed to assess the models based on (a) their ability to explain the data and (b) their performance in decision support tasks. The framework is demonstrated on strain response data from a test specimen subjected to three-point bending and accelerated corrosion, leading to thickness loss. Results indicate that a priori domain knowledge of the deterioration form is critical.

Deciphering the structure-function-quality improvement role of starch gels by wheat bran insoluble dietary fibers obtained from different fermentation patterns and its potential mechanisms

Insoluble dietary fiber (IDF) isolated through co-fermented bran from probiotics may improve starch gel-based foods. This work aimed to elucidate the comprehensive impact of different IDF samples (CK, unfermented; NF, natively fermented; YF, yeast fermented; LF, Lactobacillus plantarum fermented; and MF, mix-fermented) and their addition ratios (0.3–0.9%) on gel structure-property function. Results indicated that IDF introduction altered the starch pasting behavior (decreased the viscosity and advanced the pasting time). Also, YF, LF, and MF showed less effect on gel multiscale morphology (SEM and CLSM); however, their excessively high ratio resulted in network structure deterioration. Moreover, FT-IR, XRD, and Raman characterization identified the composite gels interaction mechanisms mainly by hydrogen bonding forces, van der Waals forces, water competition, and physical entanglement. This modulation improved the composite gel water distribution, rheological/stress-strain behavior, textural properties, color, stability, and digestive characteristics. The obtained findings may shed light on the construction and development of whole-grain gel-based food products with new perspectives.

Towards natural fibers resistant to mold and termites thanks to fluorine

Natural materials such as fibers or wood are increasingly used in different articles due to their bio-sourced and eco-friendly aspect. However, external aggression of termites and fungi limits their use or their lifetime, because of the deterioration of the materials structure that can be caused. In addition, because of the new legislation, some of preventive products are now forbidden due to their hazardousness. Therefore, in this study, we explore the possibility to perform a direct fluorination treatment in order to protect natural product from this external aggression. In addition, we also assess the potential resistance of these material to mould growth and termites attack after the application of two other fluorination-based treatments which take benefit of the formation of NaF and fluorinated silica nanoparticles.

Multi-scale structural deterioration analysis of archaeological wood from the Shahe Ancient Bridge site in Xi’an, Shaanxi, China

ABSTRACT Due to the unstable variations in moisture content, the wood piles near the ground surface at Shahe Ancient Bridge site have undergone more severe degradation. In this study, two representative wood piles from the site were selected as samples to analyze their deterioration from a multi-scale perspective. The findings suggested that the primary microorganisms of the wood piles contained not only white rot and brown rot fungi commonly found in dry archaeological wood, but also soft rot fungi and erosive bacteria commonly found in waterlogged archaeological wood. The hemicellulose and non-crystalline cellulose were almost completely degraded, and even the cellulose in the crystalline zone underwent some degradation. The microfibrils were fragmented and disoriented. The β-O-4 and β-β bonds in lignin were partially broken, resulting in a decrease in the molecular weight of the lignin. Compared to G-type lignin, S-type lignin demonstrated a higher susceptibility to degradation, potentially explaining why Phoebe sp. wood underwent more extensive degradation than Abies sp. wood. Archaeological wood was not rich in mesopores compared to the reference wood. The results of this study contribute to the understanding of the deterioration state of the Shahe Ancient Bridge site and provide a fundamental understanding for its subsequent protection.

The failure mechanism of field polyethylene gas pipeline with gas leakage at electrofusion joint

PurposeA section of in-service PE gas pipeline in Guocun, Beijing, was found to appear gas leaking at the electrofusion (EF) joint. This study is dedicated to reveal the material cause of EF joint failure to help with a more accurate prediction of service life of PE gas pipe and further normalize the construction of PE gas pipeline.Design/methodology/approachDefect detection was carried out on the leaking EF joint using ultrasonic phased array. The mechanical degradation and structural aging behavior was studied by tension test, FTIR technology, TG test and DSC test. The organic components in the soil surrounding the PE gas pipe failure area were qualitatively identified.FindingsThe results showed that the organic surfactants in the soil environment could accelerate the aging behavior of PE material, leading to a deterioration of mechanical properties and a serious reduction in the ability of the PE pipe and EF joint, especially at the welding defect, to resist external force.Originality/valueA novel study was conducted to investigate the failure cause of the EF joint of in-service PE gas pipe, incorporating the analysis of environmental factors and structural deterioration.

Gaussian process regression driven rapid life-cycle based seismic fragility and risk assessment of laminated rubber bearings supported highway bridges subjected to multiple uncertainty sources

Structural attributes, corrosion of steel rebars in reinforced concrete (RC) columns, thermal oxidative aging of inherent rubber in laminated rubber bearings (LRBs), replacement of LRBs, and the time-dependent seismic hazard level at the bridge site are well recognized as the main factors that affect the accurate assessment of the seismic performance of RC bridges implemented with LRBs. However, the probabilistic seismic demand model (PSDM) and probabilistic structural capacity model (PSCM) of deteriorated bridge components may not exhibit homoscedastic log-linearity. And the expansion of seismic fragility surfaces and seismic risk curves in the temporal dimension requires a considerable computational cost on the nonlinear analysis, which regretfully has not been well addressed in current studies. To fill in this gap, this study proposes a life-cycle based seismic fragility and risk assessment framework for LRBs supported RC bridges considering deterioration mechanisms of bridge components during their life cycles demonstrated by a three-span LRBs supported highway bridge considering multiple uncertainties such as the replacement interval for LRBs. In this framework, Gaussian process regression (GPR) is employed to effectively construct the PSDM and PSCM of deteriorated bridge components, and then the time-dependent seismic fragility surfaces of bridge components and bridge system are established. Life-cycle based seismic risk analysis is conducted to quantify the coupled time-dependent effects of deterioration and site seismic hazard on a newly built bridge during its design service life and a deteriorated bridge within its remaining service life, respectively. Results indicate that GPR can successfully capture the nonlinearity and heteroscedasticity characteristics of PSDM and PSCM, leading to a significant reduced number of nonlinear analysis cases to generate the time-dependent seismic fragility surfaces and seismic risk curves. Consequently, the proposed framework using GPR can significantly improve the accuracy and efficiency of life-cycle based seismic performance assessment when uncertainties of structural attributes, deterioration progress and seismic hazard are taken into consideration.

Jointly Improving Anionic-Cationic Redox Reversibility of Lithium-Rich Manganese-Based Cathode Materials by N Surface Doping.

The lithium-rich manganese-based layer oxide (LRMO) with high specific capacity (∼300 mAh g-1) and economic feasibility is accepted as the cathode material for high energy density rechargeable batteries. Accompanied by the additional anionic redox reactions during the initial charging process, LRMO presents oxygen release, sluggish Li+ diffusion, and irreversible transition metal ion (TM) migration, which is responsible for its severe structural deterioration and rapid capacity/voltage decay. Here, the N doping strategy is proposed via feasible treatment of oxygen-vacancy-containing Li1.16Ni0.21Mn0.63O2-δ (LNMO) particles. The as obtained LNMO-N samples demonstrate doping N, partially reduced Mn/Ni cations, and oxygen vacancies on the surface. The DFT calculations and experimental results demonstrate that N replacing the crystal oxygen sites on the surface reduces the energy barrier for diffusion, thereby enhancing the kinetics of Li+ diffusion and improving the reversibility of transition metal migration. Furthermore, N doping induces stacking faults and a more flexible structure. Therefore, LNMO-N exhibits a significantly improved anionic-cationic redox reaction reversibility with a high discharge specific capacity of 296.6 mAh g-1 at 20 mA g-1 within the range of 2.0 to 4.8 V and an impressive initial Coulombic efficiency of 85.9%. Moreover, the rate capability is obviously improved with a remarkable capacity of 215.1 mAh g-1 at 200 mA g-1 in 200 cycles with a capacity retention of 72.52% and exceptional performance of 141.4 mAh g-1 even at a higher current density of 1000 mA g-1.

Evolution of Soil Pore Structure and Shear Strength Deterioration of Compacted Soil under Controlled Wetting and Drying Cycles

This study investigates the evolution of soil pore structure and shear strength deterioration in compacted clayey soil under controlled wetting and drying (wd) cycles, which are expected to become more frequent due to climate change. Thirty soil samples were compacted at optimal moisture content and 90% maximum dry density. These samples were then subjected to 0, 1, 5, 10, and 15 controlled wd cycles from saturation to the wilting point, and volumetric changes were recorded during each cycle. After the wd treatment, the soil samples were scanned using X-ray computed tomography (CT) at 50 μm resolution and then sheared under unconsolidated–undrained and consolidated–undrained conditions in a triaxial test. Significant shrinkage and swelling of soil samples were observed during wd cycles, with average volumetric strain fluctuating between +12% at saturation and −5% at the wilting point. X-ray CT visualisation and analysis revealed higher porosity, more prominent pores, and increased pore length in soil samples with increasing wd cycles. Both undrained and effective soil shear strength markedly decreased with increasing wd cycles. CT-derived macroporosity and pore length were significant predictors of the soil’s undrained and effective shear strength when exposed to wd cycles. The findings emphasise the considerable impact of climate change, specifically wd cycles, on clayey soil, highlighting the need for consideration in the design of earth-based infrastructure.

Cation Configuration and Structural Degradation of Layered Transition Metal Oxides in Sodium-Ion Batteries.

Given the pressing depletion of lithium resources, sodium-ion batteries (SIBs) stand out as a cost-effective alternative for energy storage solutions in the near future. Layered transition metal oxides (LTMOs) emerge as the leading cathode materials for SIBs due to their superior specific capacities and abundant raw materials. Nonetheless, achieving long-term stability in LTMOs for SIBs remains a challenge due to the inevitable structural degradation during charge-discharge cycles. The complexity and diversity of cation configurations/superstructures within the transition metal layers (TMO2) further complicate the understanding for newcomers. Therefore, it is critical to summarize and discuss the factors leading to structural degradation and the available strategies for enhancing LTMOs' stability. In this review, the cationic configurations of TMO2 layers are introduced from a crystallographic perspective. It then identifies and examines four key factors responsible for structural decay, alongside the impacts of various modification strategies. Finally, more effective and practical research approaches for investigating LTMOs have been proposed. The work aims to enhance the comprehension of the structural deterioration of LTMOs and facilitate a substantial improvement in their cycle life and energy density.