Freeze-thaw Effect Research Articles

Freeze-thaw effect on performance degradation of recycled glulam from structural members after cyclic loading

To achieve sustainable production with recycled glulam from after-service structural members, the physical and mechanical properties of the recycled glulam under different numbers of freeze-thaw cycles (60, 120, 180 times) were investigated. The results showed that the freeze-thaw cycle treatment had a serious damaging effect on the glue layer, rather than the laminates of the specimens, which showed the tackless phenomenon. The physical properties (color change, mass and dimensional variation) of the specimens changed most significantly after the first freeze-thaw cycles (60 cycles), and then showed slow growth. As the number of freeze-thaw cycles on the specimens increased, the strength, especially the shear strength of the specimens showed a significantly decreasing trend (45% for compressive strength and 100% for shear strength after 180 cycles), whilst the ductility shows an increasing trend. A strength prediction model of the recycled glulam under freeze-thaw cycles was established. Based on the shape characteristics of the tested stress-strain curves, the compression and shear performance models of recycled glulam influenced by the number of freeze-thaw cycles were proposed.

Leachability of potentially toxic elements from soils: New insights into coupled effects of acidification and freeze-thaw

Leachability of potentially toxic elements from soils: New insights into coupled effects of acidification and freeze-thaw

Application of a crude digestive proteases preparation to improve the ripening of marinated fillets from low-technological value Baltic herring (Clupea harengus membras L.).

As a result of climate change (reduced the oxygen content and food available in the waters) and overfishing, ever larger batches of the herring catch are classified as low-value fish and used for feedstuff or canned food production. Fast and complete ripening of marinated fillets, especially from low-value Baltic herring, poses a problem because of the low muscle protease activity and changes in muscle tissue proteins. For the first time, a crude digestive proteases preparation (CDPP) was obtained from herring viscera using a two-stage method consisting of ethanol extraction and then salt precipitation. CDPP had a reduced hemoglobin content, with optimum activity at pH 7.5-8.8 or 60-120 g kg-1 NaCl. At pH 4-5, it still exhibited 24-68% of proteolytic activity. CDPP was used for 4-24 h of brining of fresh and frozen-thawed fillets or injection of fresh fillets before marinating. CDPP-brining increased especially cathepsin D and carboxypeptidase A activities, whereas it decreased cathepsin B and L activities in the marinades. CDPP-brining mitigated the negative effect of freezing-thawing on mass-yield, protease activity, protein hydrolysis, texture profile, colour and sensory quality of the marinated fillets. CDPP-injection was found to be the best method because it increased mass-yield and ripeness of the marinated fillets to a greater extent than CDPP-brining did. The marinades from the CDPP-treated fillets had no bitter taste as a result of the presence of hemoglobin or chymotrypsin, and there were no results indicating lipid oxidation. The application of CDPP in marinating technology is a viable approach to enable the use of low-value herring in food production, shorten the marinating time, and improve the ripeness and sensory quality of meat. © 2024 Society of Chemical Industry.

Freeze-thaw effects on pore space and hydraulic properties of compacted soil and potential consequences with climate change

Freezing and thawing affect the pore-space structure in agricultural soils with implications for soil hydraulic properties and water flow. Previous studies have focused on the upper few centimeters of the tilled topsoil, where most freeze-thaw (FT) cycles occur, even though deeper soil layers are also subject to freezing and thawing in cold climates. Thus, little is known about how freezing and thawing affect untilled soil layers, which often show high bulk densities that restrict vertical water movement. Furthermore, it remains unclear how shifts in FT patterns with climate change may change the pore-space structure and water flow through these soil layers. Here we investigated the effects of freezing and thawing on X-ray imaged pore-space characteristics, water retention and near-saturated hydraulic conductivity (K) in untilled soil directly below plough depth. Intact cores were sampled at two sites in central Sweden under the same long-term reduced tillage management. The two soils, a silt loam and a silty clay loam, were subjected to three FT scenarios in a laboratory environment intended to represent FT patterns that are considered likely under current and future winter conditions for this region. The latter scenario was characterised by more FT cycles and a lower freezing temperature. Freezing and thawing increased K in the near-saturated range in both soils, which we attribute to observed small (<0.01 mm3 mm−3) increases in the volume of pores of diameters close to the X-ray resolution limit. Concomitant increases in pore network connectivity and critical pore diameter, especially in the denser silty clay loam soil, probably contributed to this increase in K. The water retention data suggested that changes in pore-space characteristics below X-ray resolution also occurred in both soils. Furthermore, our results indicate that both soils may show higher drainage rates due to shifts in FT patterns in the future, although longer-term changes in pore-space structure with an increasing number of FT cycles would mostly be limited to soils with relatively high clay contents. These soils are often more compacted below plough depth and, thus, benefits from improvements in soil structure such as improved root growth and plant water supply are also expected to be larger.

Performance of the phase-change material (PCM) to reduce freeze–thaw effect in cementitious composites

One of the contemporary approaches to reduce the damage to cementitious composite resulting from the freeze–thaw effect is the incorporation of phase-change materials (PCM). In this study, the composites were produced adding n-tetradecane, which is a microencapsulated organic PCM, at rates of 0, 2, 4, 6 and 8% of the cement weight. In two different simulations representing the climate conditions of the two distinct regions in Türkiye, its effect on restricting the temperature amplitudes that the composite experienced was determined. It was determined that the PCM, with a working range similar to the temperature range applied to the composite in simulation, was successful in reducing the temperature amplitudes, and the rate and type of the PCM should be chosen with care according to the climate conditions likely to be experienced by the composite when in use. In addition to PCM's thermal properties, its effects on the mechanical properties and consistency results were investigated.

Investigating the Post-Discard alteration of flint artefacts at Medzhibozh 1 Lower Palaeolithic Site, Ukraine

The analysis of two lithic assemblages at Medzhibozh 1, dated to MIS 15–13 and MIS 11, reveals significant variability in the post-depositional modification of artefacts. We conclude that the differential weathering of flake scars on the surfaces of artefacts are the product of an unusual combination of anthropogenic effects and natural processes. Post-depositional freeze–thaw cycles affected artefacts produced by the human occupants of the site. We distinguish the freeze–thaw effects from the flake removals by the degree of weathering. We label this combined human-and-natural post-depositional alteration “time-delayed spalling.”

The frost resistance performance of basalt fiber-reinforced concrete (BFRC) subjected to fatigue loads coupled with hydrodynamic pressure

In this work, the effects of different stress levels, exposure conditions and freeze‒thaw (F-T) cycles on the mechanical properties of base concrete (BC) and basalt fiber-reinforced pavement concrete (BFRC) were studied. The concrete mass loss, relative dynamic elastic modulus (RDEM) and fracture energy under various loading conditions and F-T cycles were analyzed to characterize its damage evolution. Additionally, through mercury intrusion porosimetry and scanning electron microscopy (SEM), the pore structure characteristics and micromorphology were investigated to explore the mechanism controlling the increase in concrete performance with basalt fiber (BF). Finally, the relationship between the pore structure and damage variable was investigated, and the frost resistance of concrete was evaluated by using gray correlation analysis and rough set theory (RST). The concrete deterioration under coupling actions and F-T cycles could be divided into stages of (i) slow and (ii) rapid increases. The stress level played a decisive role in Stage I, while the effect of hydrodynamic pressure was more obvious in Stage II. The addition of BF significantly decreased the concrete damage degree throughout testing. After 300 F-T cycles, the RDEM and fracture energy of the BFRC under coupling actions were 1.41 and 2.20 times those of the BC, respectively. Moreover, the addition of BF notably lowered the porosity and most probable pore diameter of the concrete under coupling actions and F-T cycles and thus greatly influenced the increase in pore fractal dimension. The RST indicated that the frost resistance of concrete was closely related to the mixture and stress level.

Deterioration law and life prediction of aeolian sand concrete under sulfate freeze-thaw cycles

To study the deterioration law of aeolian sand concrete (ASC) under the coupling effect of sulfate freeze-thaw, this paper uses aeolian sand as a substitute for river sand to prepare ASC with different replacement rates (0%, 20%, and 100%). Freeze-thaw cycle (FTC) tests are conducted in different salt solution environments (5% Na2SO4, 10% Na2SO4, and 5% Na2SO4 + 3.5% NaCl) to analyze the changes in physical and mechanical properties, and the mechanism of performance degradation of ASC is analyzed by SEM, XRD and NMR. The results show that incorporating aeolian sand significantly improves the salt-freeze erosion resistance of concrete, and when the content is 100%, the impact on salt-freeze erosion on macroscopic properties such as mass loss and compressive strength is minimized, signifying the salt-freeze erosion resistance is the best. During the FTCs, the relative dynamic elastic modulus of concrete initially increases and then decreases, while the trend in mass loss rate reverses. SO42- and Cl- in the salt solutions react with the hydration products to form calcium vanadate, gypsum, and Friedel salts. During the initial stages of FTCs, erosion products fill the matrix pores, increasing the compactness of the concrete, which positively affects macroscopic properties. As the FTCs progresses, ice crystals and excessive erosion products accumulate, resulting in a further expansion of internal pores and cracks in concrete. Consequently, the ratio of harmful to beneficial pores continues to increase, resulting in freeze-thaw damage. After 200 FTCs, in the 5% Na2SO4 + 3.5% NaCl erosion medium, the internal cracks in aeolian sand concrete get bigger and the holes get larger, causing the most damage and deterioration. Different degradation indices are used to predict the residual lifetime of ASC based on a Wiener random probability distribution. The Wiener stochastic process effectively predict the lifetime of ASC under the coupling effect of sulfate FTCs, with the compressive strength loss rate as the most sensitive degradation index. Among them, for ASC-0, ASC-20, and ASC-100 in the 5% Na2SO4 + 3.5% NaCl environment, the maximum FTCs, based on the compressive strength loss rate, are 198, 206, and 213 times, respectively. This study could provide a theoretical foundation for the durability design of concrete structures in cold regions and other salt-frozen regions within Northwest China.

The Potential use of Bio-mineralization Technique in Developing Eco-Sustainable Self-Healing Geopolymer Binder: A Systematic Review

The enormous demand for concrete as a construction material over the globe has proliferated the production of cement. It has been reported that the production of one ton of cement produces approximately one ton of carbon dioxide gas to the atmosphere. In geopolymer system, the use of cement is eliminated by using aluminosilicate rich industrial and agricultural waste as source material, which is activated by an alkaline medium. Biomineralization in concrete by using microorganisms is a technique used to enhance the mechanical and durability performance of concrete by imparting self-healing of cracks generated in the system. This paper reviews the feasibility of microbial inclusion in geopolymers. In this review, the mechanical and durability characteristics of microbial geopolymer binders along with the observations of microstructural characterization are elucidated. The mechanical properties in terms of compressive strength, split tensile strength and flexural strength are studied systematically from the existing literature. The durability studies of bio-mineralized geopolymer binder (BMGP) in terms of water absorption, sorptivity, acid attack resistance, sulphate attack resistance and resistance towards freeze thaw effect are analysed in the study. Also, the possible applications of biomineralized microbial geopolymer concrete are critically reviewed in this paper

Study on deterioration mechanism of granite with a natural single weak surface after freeze-thaw treatment

Natural weak plane of rock is a great threat to the stability of the rock project in cold areas due to the freeze-thaw environment. However, the effect of both weak plane and freeze-thaw cycles is rarely considered. This paper investigated the deterioration mechanism of granite with a natural single weak surface after 0, 20, 40, and 60freezing-thawing cycles. Experimental results show that as the number of freeze-thaw cycles increased, the peak strength of samples decreased while the axial strain gradually increased. The weak plane angle has a significant impact on the sample strength. The strength and elastic modulus changed in a ‘U' shape with the increase of weak plane angle. The samples exhibited a shift from brittle failure to ductile failure with the increase of freeze-thaw cycles. A theoretical model for predicting rock strength is proposed with consideration of weak plane and freeze-thaw effects by combining the single weak plane theory with the decay function. The proposed model is verified by experimental data. The predicted values based on the proposed model match well with experimental data. Samples with lower porosity but higher tensile strength and elastic modulus have larger frost resistance. The research results can provide a scientific basis for the safety assessment of geotechnical engineering in cold regions.

Double-edged effect of frequent freeze-thaw on the stability of zero-valent iron after heavy metal remediation

Freeze-thaw cycles (FTCs) cause dynamic microscale changes in ions and solvents. During freezing, heavy metals adsorbed on zero-valent iron (M-ZVI) and protons are excluded by ice crystals and concentrated in the liquid-like grain boundary region. The high proton concentration in this region leads to the dissolution of the passivation layer of ZVI. To assess the environmental risks of M-ZVI during FTCs, this study evaluated the stability of M-ZVI in this scenario from both microscale and macroscale perspectives. The results showed that the dissolution of the passivation layer had a dual effect on the stability of M-ZVI, which depends on the by-products of M-ZVI. The dissolution of the passivation layer was accompanied by the leaching of heavy metals, such as Ni-ZVI, but it also enhanced the reactivity of ZVI, causing it to re-react with desorbed heavy metals. The stability of Cr-ZVI and Cd-ZVI was improved due to frequent FTCs. Furthermore, changes in the surrounding environment (water dipole moment, ion concentration, etc.) of ZVI affected the crystallization of Fe oxides, increasing the content of amorphous Fe oxide. As low-crystallinity Fe oxides could facilitate ion doping, Ni2+ was doped into Fe3O4 lattice during FTCs, which reduced the mobility of heavy metals. Contrary to traditional views that freezing temperatures slow chemical reactions, this study provides new insights into the application of iron-based materials in cold environments.

Study on the freeze–thaw effect on concrete arch dam using an improved response surface method

The damming materials will be deteriorated during the long-term service of concrete arch dam by weathering, seepage dissolution, freeze–thaw and other factors which will put dams at potential risk. However, there are few researches on the reliability assessment of arch dams considering the effect of material deterioration. In this paper, a prediction model of concrete mechanical properties under freeze–thaw cycles is established using regression analysis. Considering various uncertain factors, a time-varying structural reliability analysis model is established using finite element equivalent stress method and an optimized response surface method with improved sampling strategy and convergence criterion. A case study is later carried out. The results show that, at the early stage of freeze–thaw, the structural failure probability will increase steadily in a small range. However, as the tensile strength of concrete continues to decrease under long-time freeze–thaw action, the reliability of the arch dam structure will suddenly fall off a cliff. The proposed deterioration model and reliability analysis probability model are reasonable and practical and could be serve as a technical support for similar engineering projects.

Study on pore structure and the mechanical properties of sandstone-concrete binary under freeze–thaw environment

In China's cold region water conservancy and hydropower projects, the contact interface between the dam and the reservoir bank rock is prone to cracking under external loading and freeze–thaw action, which may lead to dam-bank failure and damage and cause engineering disasters. The NMR (Nuclear Magnetic Resonance) tests and uniaxial compression tests of concrete, sandstone, and sandstone-concrete composite after different numbers of freeze–thaw cycles were carried out to analyze the pore structure development and uniaxial compression mechanical properties of the three types of specimens under different numbers of freeze–thaw cycles. The results show that freeze–thaw cycling promotes the development of pores in sandstone and concrete, and sandstone is more sensitive to low-temperature freeze–thaw than concrete. The UCS (uniaxial compressive strength) of the sandstone-concrete binary changed in a V-shaped with the increase of the dip angle of the cemented interface, and the angle had no obvious effect on the microscopic pores. The freeze–thaw effect on the deterioration of the microscopic pore structure and mechanical properties of the sandstone-concrete binary has a similar effect pattern, in which the deterioration rate of porosity and compressive strength is faster in the early freeze–thaw period, slower in the middle period, and increases in the later period compared with the middle period, but the increase is smaller than that in the early period of freeze–thaw. In addition, the relationship between the porosity and UCS of the sandstone-concrete binary under the freeze–thaw cycle environment is a quadratic parabola.

Study on Mechanical Properties of Deep Expansive Soil and Coupling Damage Model of Freeze–Thaw Action and Loading

This study is primarily intended to present a damage constitutive equation under the combined action of confining pressures and freeze–thaw cycles by subjecting deep expansive clay to the consolidated undrained triaxial tests. We study the influence of the numbers of freeze–thaw cycles on various mechanical indexes of soil by using the TSZ-2 instrument (fully automatic triaxial instrument). As the number of freeze–thaw cycles increases, the ultimate peak stress of the soil decreases, and then, the effect of the freeze–thaw effect on the shear strength gradually weakened. By combining the expression method of the damage variable under the action of loading alone with the expression method under the action of freeze–thaw cycles alone, we brought in the damage evolution equation to obtain the damage constitutive equation under the combined action of confining pressures and freeze–thaw cycles. The stress values under three confining pressures (100 kPa, 200 kPa, and 300 kPa) can be determined by using the final damage constitutive model. The measured data with a water content of 17% and six freeze–thaw cycles were compared with the theoretical data. The actual strength values were 118.4 kPa, 152.3 kPa, and 184.1 kPa, and the theoretical strength values were 120 kPa, 150 kPa, and 186 kPa. The fitting degree of the strength value was as high as 99%, which verifies the feasibility of this model. This study can serve as an available reference for well wall construction and disaster prediction in deep coal mining.

Investigating cracking behavior of saline clayey soil under cyclic freezing-thawing effects

This study investigates the cyclic freeze-thaw (F-T) effect on crack patterns in saline clayey soil. Samples with different NaCl concentrations (0 M, 1 M, 2 M, and 3 M) are prepared and subjected to cyclic F-T processes. Each cycle involves freezing the samples at a constant temperature of −20 °C for 24 h and thawing at room temperature (21 °C) for 24 h. Additionally, a parallel experiment is conducted to observe the effects of desiccation at room temperature. The weight and surface crack patterns of the samples are continuously monitored. The image processing technique quantifies crack morphology and determines crack area, surface crack ratio, crack width, crack length, and fractal dimension. The results reveal that as the salt concentration increases, the F-T and desiccation samples exhibit decreased crack area and width. This decrease is attributed to the reduced saturation vapor pressure caused by higher salt concentrations, which slows down water evaporation and delays crack formation. The final crack pattern in the F-T samples is closely linked to the initial pattern of ice crystal formation. Lower salt concentrations result in the formation of larger ice crystals, leading to larger cracks during thawing. In the experiment, where the temperature was above the NaCl eutectic point, only ice crystals were formed, and the salt remained isolated as the salt concentration increased in the unfrozen solution. Conversely, during the freezing process, samples with higher salt concentrations with higher unfrozen solution content experience upward movement of the solution due to temperature gradients and water evaporation. This study provides new insights into understanding the soil water and salt movement and the phenomenon of surface clay soil cracking during the freezing-thawing process.

DETERMINATION OF CONDENSATION AND ITS EFFECT ON INSULATION AND WALL ENVELOP LAYERS

The condensation occurs between the building envelope layers is important for both human health and the functioning of the layers. Freezing of the condensed water in cold weather region like 3rd degree-day region means another solid layer that creates freeze-thaw effect. In this study, the amount of condensation between layers for the 3 most commonly used wall types is investigated in Kütahya. The condensation phenomena is determined by Glaser Diagram Method and the condensation amount is calculated by considering climatic data. Wall 3 gives the best result and that one has 0,001696833 kg/h.m2 at 0 ºC, it is 0,002142743 kg/h.m2 at -21 ºC condensed water amount due to low outside temperature.

Strength Investigation of Slag-Based Geopolymer Composites Incorporating Different Amounts of Colemanite Waste and Silica Fume Under Different Exposure Conditions

In this study, it is aimed to investigate the strength performance of slag-based geopolymer mortar with different percentages of silica fume and colemanite waste by mixing Na₂SiO₃ and NaOH as the alkaline activator for the geopolymerization reaction, and cured at room temperature were prepared, in terms of compressive strength, flexural strength, ultrasonic pulse velocity and freeze-thaw resistance parameters. Five different mixtures were prepared by using different amounts of silica fume and colemanite waste by using the same amount of ground granulated blast furnace slag, sand and 8M sodium hydroxide for these five mixtures. The mixture, including a paste proportion of 20% slag, 40% colemanite waste, and 40% silica fume, was used as a control mix. The maximum compressive strength (21.24 MPa, 38.32 MPa) flexural strength (5.86 MPa, 6.98), weight loss caused by freeze-thaw effect (0.56%) and ultrasonic pulse wave test (3082 m/s) results were noted as for 7th and 28th day, respectively. After -60 cycles [1 cycle consists of (-18 oC) for 90 minutes and (+4 oC) for 30 minutes], the maximum compressive and flexural strength was observed as (40.18 MPa and 4.92 MPa, respectively). The results indicated that the strength results were consistently increased as silica fume increased. The addition of a certain amount of silica fume gave promising results both in terms of the strength and durability aspects. Overall, according to this experimental study, the utilization of 30% colemanite waste and 50% silica fume can be recommended so as to balance both sustainability and engineering aspects.

Freeze-Thaw Damage Mechanism Analysis of SBS Asphalt Mixture Containing Basalt Fiber and Lignocellulosic Fiber Based on Microscopic Void Characteristics.

Freeze-thaw effects pose the significant challenge to asphalt pavement durability, leading to various types of distress and deterioration. This study investigates the freeze-thaw damage mechanism of Styrene-Butadiene-Styrene (SBS) asphalt mixtures containing reinforcement fibers, specifically basalt fiber as well as lignocellulosic fiber, through a microscopic void characteristics analysis. This investigation aims to understand how the presence of basalt fiber as well as lignocellulosic fiber influences void characteristics for SBS asphalt mixtures during freeze-thaw cycles. A comprehensive experimental program was conducted for the void and mechanical characteristics, which involved the preparation of SBS asphalt mixtures containing basalt fiber as well as lignocellulosic fiber. The mechanical performances of the two types of asphalt mixtures decrease with more freeze-thaw cycles. The decline is faster initially and gradually slows down. Basalt-fiber-modified SMA-13 has higher air void content and mechanical properties compared to lignocellulosic-fiber-modified SMA-13, indicating that adding basalt fibers improves the mechanical performances of SMA-13 asphalt mixture. Both types of asphalt mixtures experience increasing damage with more freeze-thaw cycles, indicating irreversible damage. The stability damage levels are similar, but basalt-fiber-modified SMA-13 has lower splitting strength damage and stiffness modulus damage compared to lignocellulosic-fiber-modified SMA-13. This suggests that adding basalt fibers enhances the resistance to freeze-thaw damage. Surface wear of asphalt mixtures under repeated freeze-thaw cycles is a complex and dynamic process. Fractal theory can uncover the mechanism of surface wear, while describing surface wear behavior and void deformation characteristics using fractal dimension, angularity, roundness, and aspect ratio is a logical and effective approach. The findings provide insights into freeze-thaw damage mechanisms at the microscopic level, highlighting the effects of reinforcement fibers. They provide valuable insights that can be used to optimize the design and maintenance of asphalt pavements.

Environmental impact on critical responses of lightweight cellular concrete subbase flexible pavements

Previous analytical studies have demonstrated that low-density lightweight cellular concrete (LCC) subbase pavements can support up to 20 times more traffic loads than unbound granular subbase pavements while protecting the pavement subgrade from adverse freeze–thaw effects in cold regions. This study examines the possibility of providing better-performing pavements on the field through the construction, instrumentation, and monitoring of flexible pavement sections incorporating three LCC densities (400, 475, and 600 kg/m³) as subbase material compared with unbound granular material in Canada. The effects of daily and seasonal temperatures on pavement critical responses to stress and strains were evaluated. The findings showed that these LCC pavements reduced asphalt concrete tensile strain by over two times compared with unbound granular pavements, and that strain increased with a daily temperature increase. Daily subgrade pressure (stress) change was reduced by up to 68%. The study concluded that longer life pavements could be achieved with LCC subbase thicknesses ≥250 mm.

Formation mechanism and quantitative risk analysis of the landslide-induced hazard chain by an integrated approach for emergency management: A case study in the Bailong River basin, China

The landslide–debris flow–river blockage hazard chain is one of the most common types of geological hazard chain in mountainous areas, seriously threatening human life and property across an extensive geographical area. The development of approaches for the rapid investigation and prediction of multi-hazard chains can play a significant role in reducing the number of casualties and economic losses. Here, taking the Lijie landslide–debris flow–river blockage in the Bailong River basin as a case study, we used remote sensing methods, geophysical technology, numerical simulations and empirical formulas to develop an integrated approach for analyzing the mechanisms, multi-hazard prediction and quantitative risk assessment induced by this geological hazard chain. The reactivation process of the Lijie landslide is composite retrogressive sliding. The steep slopes and highly fractured bedrock with low strength are the principal internal factors, and heavy rainfall in 2020 and spring freeze–thaw effect are the principal triggering factors. The deposited landslide material is eroded and transformed into a channel-type debris flow under high rainfall conditions. The steep terrain and abundant fine-grained material provides favorable conditions for a viscous debris flow with a long runout, which is usually followed by secondary disasters associated with river blockage. Our results indicate that under rainfall conditions with a 100-year return period, the Bailong river will be completely blocked by the landslide-induced debris flow. And there will be an estimated 5.84 million CNY of economic losses caused by the multi-hazard chain, which is 2.6 times the losses directly caused by the landslide. Our integrated approach is practicable in an emergency context and useful for local administrators to rapidly develop strategies for multi-hazard chain prevention and mitigation, based on information about the transformation mechanisms of the multi-hazard chain, potential hazard-affected areas, damaged degree of elements at the risk, and incurred economic losses.