相关参考文献
注意：仅列出部分参考文献，下载原文获取全部文献信息。
Article
Materials Science, Multidisciplinary
Ziyue Zhao et al.
Summary: For mines with poor ore bodies and surrounding rocks, the most suitable mining method is the downward layered filling mining technique, which can eliminate problems related to poor ore deposit conditions. However, the safety of the artificial roof is crucial in this technique.
INTERNATIONAL JOURNAL OF MINERALS METALLURGY AND MATERIALS
(2023)
Article
Geochemistry & Geophysics
Fernando Antonio Leal Pacheco et al.
Summary: Understanding the geochemistry and contamination of rivers affected by tailings dam rupture is crucial for emergency water resources management. This study focused on the B1 dam rupture in Brazil and monitored 31 parameters of tailings, sediment, and water for three years after the event. Results showed that the rupture had a significant impact on Fe and Mn concentrations in the river, particularly during the rainy season. Moreover, the study identified key processes such as reductive dissolution of minerals and particle transport in controlling the water quality.
APPLIED GEOCHEMISTRY
(2023)
Article
Mechanics
Jiangyu Wu et al.
Summary: In this study, a discrete element model considering media properties and interface differences was constructed to reveal the mesoscopic fracture characteristic of cemented rockfill. The effects of aggregate strength and mass fraction on strength, deformation, energy, and cracking of cemented rockfill were investigated. The results showed that the failure induced by damaged aggregates is more severe than the generally concerned two-element intergranular fracture. The development of cemented rockfill requires attention to the compatibility characterized by the aggregates to cement matrix strength ratio and aggregate mass fraction.
COMPOSITE STRUCTURES
(2023)
Article
Construction & Building Technology
Muhammet Sari et al.
Summary: This study evaluated the strength development and pore structure changes of cementitious mine backfill (CMB) using ultrasonic pulse velocity (UPV) technique. The influence of different types of pyritic tailings on the quality of filling specimens was investigated. The results showed that the total porosity of CMBs decreased with increasing age and binder ratio. The acidic nature of low pH tailings negatively affected the aged strength of CMBs, but these negative effects decreased with slag substitution and high binder dosages. Excellent correlation curves were found between UPV and UCS.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Construction & Building Technology
Haiqiang Jiang et al.
Summary: This study explores the characteristics of cemented paste backfill (CPB) with alkali activated slag (AAS) under internal sulfate attack. The results show that increasing sulfate content leads to shorter initial/final setting times and higher yield stresses and viscosities. The presence of sulfate can either enhance or deteriorate the strength of AAS-CPB, depending on activator type and cure age.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Green & Sustainable Science & Technology
Muhammet Sari et al.
Summary: This study aims to improve the long-term filling performance of cemented paste backfill (CPB) and reduce cement-related costs and environmental risks by partially substituting tailings with sand. The experimental results showed that using sand as a substitute for tailings in CPB can increase its strength and improve its structure. Additionally, sand contributes to the hydration reactions of cement and prevents acid/leach formations that may occur in the long-term ageing. Overall, the use of sand enhances the performance of CPB and reduces the environmental impacts of tailings.
JOURNAL OF CLEANER PRODUCTION
(2023)
Article
Engineering, Environmental
Hikari Kobayashi et al.
Summary: The Brumadinho dam rupture in 2019 resulted in the release of a large amount of iron ore mining tailings into the Paraopeba River, posing a public health issue for the local and downstream populations. This study assesses the behavior and fate of metal contamination from the disaster using new sampling strategies and geochemistry tools. The findings indicate that the dissolved metal concentrations in the Paraopeba River remained low, but the high background contents of metals and previous anthropogenic contamination hindered tracing the sediment source based only on geochemical signature. However, using Pb isotopic composition and enrichment factors of sediments and Suspended Particulate Matter (SPM) proved to be accurate proxies in tracking the dispersion of tailing particles downstream.
JOURNAL OF HAZARDOUS MATERIALS
(2023)
Article
Engineering, Chemical
Othmane Benkirane et al.
Summary: A series of tests and monitoring experiments were conducted on different cemented paste backfill (CPB) specimens made with different types of tailings to investigate the effects of adding nano-silica particles on the strength and microstructure of CPB under different curing conditions. The results showed that the CPB with nano-SiO2 had higher strength and finer pore structure than the control samples, and the increase in strength was more significant when CPB was cured under non-isothermal conditions. The improvement in mechanical strength was attributed to the increase in binder hydration and the filler effect of the nanomaterial.
Article
Geochemistry & Geophysics
Nihat Utku Guner et al.
Summary: This study aims to improve the strength performance of cementitious paste backfill (CPB) by improving its gradation, while reducing costs and the amount of binder used per unit volume. Experimental investigation showed that adding sand significantly increased the strength of CPB (up to 99%), but the replacement rate of sand was limited to 30% due to its segregation effect. Microstructural tests revealed that the void volume of CPB decreased as the amount of added sand increased. Therefore, it was concluded that calcareous sand made a major contribution to filling strength by improving gradation adjustment and reducing the amount of cement used in CPB manufacturing.
Article
Materials Science, Multidisciplinary
Gujian Wang et al.
Summary: According to the experimental research, it is recommended to use a cemented paste backfill (CPB) with oxalic acid content of 20%, mass concentration of 81%, and bone glue ratio of 6, which can meet the requirements of backfill. Furthermore, a piecewise damage constitutive model was established based on the 28-day compressive strength of CPB, which fits the UCS curve well.
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T
(2023)
Article
Construction & Building Technology
Yao Liu et al.
Summary: The permeability of backfill affects the leaching and transport of pollutants to groundwater, which is determined by the pore structure. The study used different additives to make backfill samples with varying curing ages and cement-sand ratios. It was found that the backfill exhibits fractal characteristics, and the permeability is correlated to the pore structure and porosity. The feasibility of the fractal bound water saturation model and Coates model was validated in predicting the permeability.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Construction & Building Technology
Huan Zhang et al.
Summary: This study investigates the effect of carbon nanotubes (CNTs) on the strength behavior of cementitious tailings backfill (CTB). The results show that CNTs significantly improve the strength and microstructure of CTB by inhibiting crack expansion and enhancing material integrity. Among them, ordinary multi-walled CNT (CNTPL) has the most significant impact on the mechanical properties of CTB. In conclusion, this study demonstrates that using the fractal properties of microstructure can better estimate the strength development of CTB specimens reinforced with different types of CNTs.
CONSTRUCTION AND BUILDING MATERIALS
(2023)
Article
Environmental Sciences
Zhiqiang Huang et al.
Summary: Without appropriate waste management, the storage of tailings and waste rocks can cause devastating damage to ecosystems. This study evaluated the microstructure and strength behavior of cementitious tailings-crushed rock backfill with gold/tungsten tailings and rock contents. The results showed that tungsten tailings based backfills were more sensitive to crushed rock gradation, and the content and gradation of crushed rock significantly affected the failure modes of the backfills. The study's findings provide important guidance for the industrial uses of cementitious tailings-crushed rock backfill.
JOURNAL OF ENVIRONMENTAL MANAGEMENT
(2023)
Article
Engineering, Chemical
Tugrul Kasap et al.
Summary: It is important to use different materials or techniques to enhance the quality/behavior of cementitious mine fill (CMF). This study investigates the effect of using sand as tailings substitution on CMF properties. The results show that increasing solid concentration, curing time, and the amount of sand in the mixtures have a boosting effect on the CMF's performance, but prolonged curing time and high sand content lead to a decrease in performance.
Article
Environmental Sciences
Baoxu Yan et al.
Summary: Based on large-scale similar simulations, this study analyzes the evolution of full-stress/strain and acoustic emission response relevant to the instability and failure of concealed goafs under multiple blasting disturbances in an open-pit iron mine. The results show the formation of a tension-shear dislocation area at the side corner of the goaf after three blasting disturbances. The vertical displacement of the goaf roof exhibits a 'two-stage increase' before roof caving, while the axial stress on the side wall undergoes 'two-stage pressure relief'.
INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT
(2023)
Article
Geochemistry & Geophysics
Ziyue Zhao et al.
Summary: This study investigates the strength and bending features of layered-fiber-reinforced cemented tailings backfill (LFR-CTB). The results show that LFR-CTB has higher flexural strength and toughness when proper fiber delamination and cement are used, and accumulated fiber delamination effectively improves the flexural features of CTB. Through the action of fibers and bonding materials, LFR-CTB maintains high post-peak rigidity. The study's key consequence is to provide a technical guideline and reference for industrial applications.
Article
Materials Science, Multidisciplinary
Aiai Wang et al.
Summary: This study analyzes the influence of different nanocellulose contents, types, and intermediate microstructure on the strength and fracture features of cementitious tailings backfill. The results show that optimizing nanocellulose content can improve the pore structure of the backfill and help suppress cracking. The study also proposes a dual nanocellulose-pore network model to explain the microscopic enhancement mechanism.
JOURNAL OF MATERIALS RESEARCH AND TECHNOLOGY-JMR&T
(2023)
Article
Construction & Building Technology
Xianfeng Wang et al.
Summary: A novel method for classifying organic microcapsules in cement using X-CT images was proposed in this study. Machine learning classifier based on SVC showed good accuracy, while the study also revealed the significant impact of object size on classification accuracy and calculated the average shortest distance between microcapsules.
CEMENT & CONCRETE COMPOSITES
(2022)
Article
Construction & Building Technology
Shiwen Qin et al.
Summary: This study explores the effect of using 3D printed polymeric lattice to reinforce cementitious tailings backfill on roof stability. The results show that U-shaped 3DPPL reinforcement significantly improves the flexural strength of CTB when the material types are OR and NY, while material type TR weakens it. Among different shapes and material types, rhombus and OR are found to be the best choices. U-shaped 3DPPL reinforced backfills exhibit better flexural deflection values compared to N-3DPPL reinforced ones.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Materials Science, Multidisciplinary
Jiajian Li et al.
Summary: This study investigates the uniaxial compressive strength, mechanical properties, and microstructural characteristics of fiber-reinforced cemented tailings backfill (FRCTB) through laboratory tests. The results show that adding fibers improves the compressive strength and mechanical properties of CTB. Fiber addition effectively inhibits crack propagation and increases the peak strain of FRCTB.
INTERNATIONAL JOURNAL OF MINERALS METALLURGY AND MATERIALS
(2022)
Article
Environmental Sciences
Gaili Xue et al.
Summary: The study utilized gold tailings and polypropylene fibers to create fiber reinforced backfill (FRB), with results showing significantly increased splitting tensile and bending strengths of the FRB. It was found that the use of FRB material is reliable for preparing artificial CTB roofs in mines, which may enhance the stability of backfilling structures in underground metalliferous mines.
INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT
(2022)
Article
Geochemistry & Geophysics
Jiajian Li et al.
Summary: This study investigated the macro and micromechanical properties of backfilling materials made using solid wastes. The findings identified factors that affect the mechanical properties of these materials. The research results provide valuable scientific reference for the preparation of backfilling materials.
Article
Construction & Building Technology
Noureddine Ouffa et al.
Summary: This study presents a methodological approach to formulate suitable alkali-activated binders (AAB) for cemented paste backfill (CPB) at the laboratory scale, addressing the challenge of finding a binder composition that is compatible with the specificities of mine tailings. The researchers substituted potentially reactive mine tailings with fine siliceous sand to investigate the mechanical properties related to the binders, and created mixtures and pure pastes to study the reaction kinetics and microstructural properties of the AABs. The results showed that a binder composed of 75% ground granulated blast furnace slag (GGBFS) and 25% fly ash (FA) activated by NaOH within a concentration interval of [0.5 N; 1 N] can be used as a suitable alternative to the traditional GU/GGBFS blended binder. The findings and methodology of this study are promising for the development of eco-friendly binders in CPBs, although further considerations and research are needed for industrial-scale application.
CEMENT & CONCRETE COMPOSITES
(2022)
Article
Construction & Building Technology
Jiangyu Wu et al.
Summary: This paper investigates the mechanical properties and microstructure of cemented rockfill reinforced by carbon nanotubes (CNTs) and fractal aggregates. The study reveals the strengthening and deterioration mechanisms of CNT dosage on cemented rockfill, as well as the influence of aggregate size distribution.
CEMENT & CONCRETE COMPOSITES
(2022)
Article
Construction & Building Technology
Aiai Wang et al.
Summary: This study investigates the dynamic properties of fiber reinforced cemented tailings backfills (FRCTB) with different height to diameter ratios, and confirms through SEM and CT observations that the fibers enhance the cementation of the backfills. The results indicate that the number of fractures and failure damage decrease with increasing height to diameter ratio, while the dynamic strengths decrease with increasing strain rate.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Mechanics
Kun Fang et al.
Summary: The fracture toughness of different interfaces in CPB structures was compared using the semi-circular bending test. It was found that the mode I fracture toughness of the CPB body is generally higher than that of the interface structures, and specimens with lower water-to-cement ratio and cement content exhibited higher fracture toughness. In addition, the addition of fiber increased the fracture toughness of the CPB body but decreased that of the interface structures.
ENGINEERING FRACTURE MECHANICS
(2022)
Article
Construction & Building Technology
Huan Zhang et al.
Summary: Originally developed for polymer materials, 3D printing is an encouraging technique to create versatile geometric shapes and high-precision construction elements. In this study, 3D-printed polymer structures were employed to significantly improve the ductility properties of cementitious materials like cemented tailings backfill (CTB). Various experiments were conducted to explore the dynamic splitting and crack propagation behavior of 3D-printed polymer reinforced CTBs. Results showed a strong strain rate dependence in the dynamic splitting characteristics, and the cross-shaped reinforced CTB exhibited the highest increase in tensile strength.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Aiai Wang et al.
Summary: This study explores the quality of cemented tailings backfill reinforced with diverse nano cellulose materials and finds that the addition of cellulose crystal has the best strengthening effect on the compressive strength, effectively inhibiting crack propagation.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Liujun Yang et al.
Summary: This study investigated the mechanical properties and failure process of cemented paste backfill (CPB) with different hardening times. The experimental results showed that the hardening process of CPB is closely related to peak strength, brittleness index, and maximum strain. Furthermore, the fracture development of CPB can be divided into four stages, and the failure pattern changes as the water content decreases.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Multidisciplinary Sciences
Fawen Zhang et al.
Summary: Slag-based cementitious material can effectively improve the compressive strength of cemented paste backfill and immobilize heavy metals in tailings at a certain dosage.
Article
Construction & Building Technology
Shun-man Chen et al.
Summary: This study investigated the impact of different curing stresses on the cementitious tailings backfill materials and found that increasing curing stress can improve their strength gains to some extent. Results show that suction is increased while porosity is decreased as curing stress and age are increased. The findings suggest that curing stress is crucial in the design of backfill mixtures.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Xuepeng Song et al.
Summary: The loading rate and initial defects have a significant influence on the mechanical properties of cemented paste backfill. The experimental results show that the uniaxial compressive strength and elastic modulus of the filling body increase with the loading rate. The deformation and failure of the filling body during loading involve progressive damage and crack development, which vary with different angles of prefabricated fractures. The study of AE energy rate and microscopic morphology provides insights into the progressive damage law and cracking mechanism of the filling body.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Construction & Building Technology
Babak Koohestani et al.
Summary: The geopolymerization of solid substances rich in calcium and aluminum, including mine tailings, by sodium silicate is influenced by alkali activation. Increasing the sodium silicate content decreases the acidification influence of mine tailings and delays strength development. Sodium silicate shows advantages over Portland cement in manageable curing behavior and strength development.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Environmental Sciences
Shuai Cao et al.
Summary: This study focused on the rheology and sedimentation characteristics of fresh CTB slurry. Results showed that increasing SC and c/t values can lead to pipeline problems, while the use of PAM significantly affects the sedimentation properties of CTB slurry.
INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT
(2021)
Article
Construction & Building Technology
Yuzhu Guo et al.
Summary: This study analyzed the pore structure characteristics of three different density foamed concrete using X-CT technology, showing that there is a relationship between porosity, pore size distribution, pore sphericity, and density. The basic mechanical properties of foamed concrete were also analyzed based on pore parameters.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Construction & Building Technology
Shiwen Qin et al.
Summary: This study investigated the reinforcement of cementitious backfill composite (CBC) with different types and shapes of 3D printed polymeric lattice (3D PPL) to improve its ductility. OR and NY 3D PPL reinforcement showed higher flexural strength and larger deflection in CBC specimens. 3D PPL reinforced CBC exhibited good ductility and toughness, while non-reinforced specimens showed obvious brittleness.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Construction & Building Technology
Yun Zhou et al.
Summary: This study investigated the relationship between damage variables and fractal dimensions during deformation and destruction of tantalum-niobium tailing cemented paste backfill (CPB). It was found that the fractal dimensions of the CPB gradually decreased while the damage variables increased during deformation and destruction, with the stages of reduction in fractal dimensions corresponding to the stages of increase in damage variables. The fractal dimensions tended to converge to a certain value before deformation and failure of the CPB, and this convergence was different under different loading modes. Additionally, the fractal dimensions approaching a certain value were identified as a precursor to the overall macroscopic destruction of the CPB.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Mechanics
Kun Fang et al.
Summary: A thermo-chemo-mechanical cohesive zone model was proposed to describe the shear behavior of the interface between cemented paste backfill and rock, taking into account the effects of temperature and binder hydration. Experimental validation showed good agreement between predicted results and laboratory measurements, demonstrating the satisfactory predictability and sensitivity of the model.
ENGINEERING FRACTURE MECHANICS
(2021)
Article
Engineering, Chemical
Huazhe Jiao et al.
Summary: This study focuses on improving the underflow density of the deep cone thickener by shearing to break the pore structure of the flocs network, increasing the concentration of tailings underflow, and enhancing the thickening effect.
MINERALS ENGINEERING
(2021)
Article
Engineering, Chemical
Zhenbang Guo et al.
Summary: The use of superplasticizers (SP) can significantly increase the packing density of particles in ultrafine-tailings cemented paste backfill (UTCPB), and the flowability of fresh UTCPB can be characterized by water film thickness (WFT). The de-agglomeration effect of SP improves the particle size distribution, leading to higher packing density.
Article
Construction & Building Technology
Chao Zou et al.
Summary: The study revealed that the hydration process of cement paste during steam-curing is significantly different from standard-cured paste in the early stage but shows slight difference in later stage. Additionally, the steam-cured cement paste has higher porosity and pore connectivity compared to standard-cured paste, indicating a lower fracture toughness and higher brittleness under elevated temperature steam-curing condition.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Engineering, Geological
Alpha Mamoudou Talibe Keita et al.
Summary: The use of arched sill mats is proposed as a new solution to reduce tension and increase stability, leading to a more economic design. Numerical results show that arched sill mats exhibit improved stability compared to traditional rectangular sill mats.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
(2021)
Article
Energy & Fuels
Nan Zhou et al.
Summary: Through numerical simulation and theoretical analysis, this study analyzed the non-uniform deformation characteristics of RPMG roof for the first time, revealing that coal pillars were subjected to non-uniform stresses and underwent different states of stress under eccentric loads. Taking the No. 19 coal pillar as an example, the study showed that it did not collapse under the applied shear stress, providing a theoretical basis for controlling pillar stability in RPMG.
Article
Geochemistry & Geophysics
Zhiqiang Huang et al.
Summary: The study found that the ideal ratio of fly ash and desulfurized gypsum as backfill materials, as well as the corresponding compressive strength values. It was observed that increasing the proportion of desulfurized gypsum led to a decrease in the compressive strength of the backfilling materials, with the main failure modes being tensile and shearing cracks.
Article
Geochemistry & Geophysics
Di Zheng et al.
Summary: This study investigated the stability and internal crack evolution of cemented tailings backfill (CTB) under dynamic loading. The dynamic uniaxial compression strength (DUCS) of CTB showed a trend of first increasing and decreasing with the increase in average strain rate, according to experimental results. Additionally, micro-CT scanning results revealed an exponential relationship between crack area ratio and specimen height in CTB samples.
Article
Construction & Building Technology
Razyq Nasharuddin et al.
Summary: The microstructural evolution of CPB materials can be characterized using low-field nuclear magnetic resonance (NMR) relaxation time measurements, with the addition of hypersaline water causing a time-lag in the measured capillary pore evolution during hydration periods, while an increase in CPB binder content leads to an increase in pore structure evolution rates. Additionally, both T-1 and T-2 NMR relaxation times correlate with the uniaxial compressive strength of CPB materials, allowing for the formulation of a predictive correlation function between NMR relaxation characteristics and mechanical properties.
CEMENT AND CONCRETE RESEARCH
(2021)
Article
Construction & Building Technology
Yijia Dong et al.
Summary: This paper proposes a novel method for generating synthetic mesostructures of concrete based on generative adversarial networks, aiming at studying multiscale fracture process of concrete. By integrating the method with cohesive zone model, a systematic scheme is established, and the performance of the method is validated through comparisons with actual CT images.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Construction & Building Technology
Gaili Xue et al.
Summary: This study investigated the crack resistance and post-peak toughness of fiber reinforced cemented tailings backfill composites, revealing the significant impact of fiber type, content, solid content, and cement to-tailings ratio on the bending strength. The study also established a numerical model to analyze crack propagation mechanism and evolution law, providing valuable insights for structural and operational design considerations in underground metal mines.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Construction & Building Technology
Zhiqiang Huang et al.
Summary: This study found that the addition of fibers can significantly improve the flexural performance of cemented tailings backfill, and the variation of fiber content can affect the material's mechanical properties and residual strength. The combined fibers play an important role in impeding crack propagation, making a positive contribution to enhancing the bending performance of FRCTB.
CONSTRUCTION AND BUILDING MATERIALS
(2021)
Article
Materials Science, Multidisciplinary
Di Wu et al.
INTERNATIONAL JOURNAL OF MINERALS METALLURGY AND MATERIALS
(2020)
Article
Engineering, Multidisciplinary
M. Tabatabaei et al.
COMPOSITES PART B-ENGINEERING
(2020)
Article
Food Science & Technology
Tim Van De Looverbosch et al.
Article
Mining & Mineral Processing
Yue Zhao et al.
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY
(2020)
Article
Engineering, Geological
Riwaj Dhakal et al.
SOILS AND FOUNDATIONS
(2020)
Article
Construction & Building Technology
Sirisha Chakilam et al.
CONSTRUCTION AND BUILDING MATERIALS
(2020)
Article
Engineering, Geological
Xiangqian Xu et al.
GEOTECHNICAL RESEARCH
(2020)
Article
Construction & Building Technology
Fan Yu et al.
CONSTRUCTION AND BUILDING MATERIALS
(2019)
Article
Engineering, Chemical
Pei Wang et al.
Article
Construction & Building Technology
Wenbin Xu et al.
CONSTRUCTION AND BUILDING MATERIALS
(2019)
Article
Environmental Sciences
Yan He et al.
JOURNAL OF ENVIRONMENTAL MANAGEMENT
(2019)
Review
Construction & Building Technology
Sang-Yeop Chung et al.
CONSTRUCTION AND BUILDING MATERIALS
(2019)
Article
Geochemistry & Geophysics
Yu Wang et al.
Article
Construction & Building Technology
Tong-Seok Han et al.
CEMENT & CONCRETE COMPOSITES
(2018)
Article
Engineering, Geological
X. W. Yi et al.
GEOTEXTILES AND GEOMEMBRANES
(2018)
Article
Construction & Building Technology
Tuan Nguyen et al.
CONSTRUCTION AND BUILDING MATERIALS
(2018)
Article
Construction & Building Technology
Y. Wang et al.
CONSTRUCTION AND BUILDING MATERIALS
(2018)
Article
Engineering, Geological
Mohammadali Sepehri et al.
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
(2017)
Article
Environmental Sciences
D. Q. Deng et al.
JOURNAL OF ENVIRONMENTAL MANAGEMENT
(2017)
Article
Construction & Building Technology
Haizhu Lu et al.
CONSTRUCTION AND BUILDING MATERIALS
(2017)
Article
Construction & Building Technology
Wei Sun et al.
CONSTRUCTION AND BUILDING MATERIALS
(2017)
Article
Materials Science, Multidisciplinary
Jeroen Van Stappen et al.
MATERIALS CHARACTERIZATION
(2016)
Article
Geochemistry & Geophysics
Mayka Schmitt et al.
Article
Construction & Building Technology
Nathan Bossa et al.
CEMENT AND CONCRETE RESEARCH
(2015)
Article
Engineering, Multidisciplinary
Christian Miehe et al.
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING
(2015)
Article
Engineering, Chemical
Sang Ho Cho et al.
MINERALS ENGINEERING
(2014)
Article
Mineralogy
Erol Yilmaz et al.
GOSPODARKA SUROWCAMI MINERALNYMI-MINERAL RESOURCES MANAGEMENT
(2013)
Article
Mining & Mineral Processing
Liu Zhixiang et al.
INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY
(2013)
Article
Materials Science, Multidisciplinary
Brian M. Patterson et al.
MICROSCOPY AND MICROANALYSIS
(2012)
Article
Materials Science, Multidisciplinary
Tae Sup Yun et al.
MATERIALS CHARACTERIZATION
(2012)
Article
Engineering, Chemical
Baiqian Liu et al.
