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学者姓名：范立峰
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Abstract ：
In this study, a modified reconstruction method for rock that considers the irregularity of minerals and microcracks was proposed. First, the quartet structure generation set (QSGS) method was modified by establishing two different growth modes of initial growth cores to generate the minerals and microcracks. Then, three-dimensional (3D) digital rock modeling software was developed based on the modified method, achieving efficient and parametric rock modeling using real rock characteristic parameters. Next, taking granite as an example, a series of digital rock models were reconstructed based on the real characteristic parameters obtained by x-ray diffraction (XRD) and computed tomography (CT) tests. Finally, the accuracy of the modified method was verified by comparing the fractal dimensions of minerals and microcracks of digital rock models and granite sample. The results show that 3D digital rock modeling software can generate digital rock models with different mineral contents and porosities and that the generation time of the model decreases exponentially as the grid size increases. Meanwhile, the fractal dimensions of minerals and microcracks in the digital rock models are similar to those in the granite sample with acceptable errors of +/- 5.0%. In summary, the modified method can reconstruct rock accurately and effectively by considering the irregularity of minerals and microcracks.
Keyword ：
digital rock model digital rock model mineral components mineral components microcracks microcracks fractal dimension fractal dimension quartet structure generation set method quartet structure generation set method
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| GB/T 7714 | Guo, Peng , Chen, Hanyu , Li, Guangyao et al. Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method [J]. | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS , 2025 , 49 (6) : 1710-1724 . |
| MLA | Guo, Peng et al. "Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method" . | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 49 . 6 (2025) : 1710-1724 . |
| APA | Guo, Peng , Chen, Hanyu , Li, Guangyao , Fan, Lifeng . Reconstruction of Rock Composed of Multiple Irregular Minerals and Microcracks Using the Modified Quartet Structure Generation Set Method . | INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS , 2025 , 49 (6) , 1710-1724 . |
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Abstract ：
The stability of rock blocks near the underground opening may be influenced by the impact loadings caused by either natural hazards or man-made disasters. This paper addressed the dynamic response of the rock blocks under impact loadings. The experimental tests were carried out to record the movement as a function of vibrations using the impact-induced rock burst system. Granite blocks were placed in the steel frame and loaded to the designed quasi-static condition at first. Permanent jumps of displacements toward the opening were observed after the pulse loading was applied. Analytical investigations were carried out to understand the macroscopic friction during the vibration progress. The results showed that the friction force was reduced by 4% due to the pulse loading in the orthogonal direction. The friction angle at the block boundary was also determined and further adopted in the DDA models which were built to understand the micro-friction. Three zones were determined in the model based on the uneven distributions of stresses in the potential sliding block: the concentration zone, the transition zone and the active zone, from the opening to the inner place. Consequently, the variations of stress and displacement as the function of the vibrations in the three distinguished zones were presented to show the dynamic response of the stressed rock block. The results showed that the direction of the major principal stress was turning to be vertical in the concentration zone which was favorable for self-stabilization during the impact loading. Dynamic responses of stressed rock blocks were tested.Analytical investigations were carried out to understand the macroscopic friction.DDA models were built to examine the microscopic friction.
Keyword ：
Macroscopic friction Macroscopic friction Microscopic friction Microscopic friction Dynamic response Dynamic response DDA DDA
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| GB/T 7714 | Nie, Wen , Yong, Zhaorui , Ma, Guowei et al. Dynamic Responses of an Underground Opening Subject to Impact Loadings in Blocky Rock [J]. | ROCK MECHANICS AND ROCK ENGINEERING , 2024 , 57 (8) : 5595-5608 . |
| MLA | Nie, Wen et al. "Dynamic Responses of an Underground Opening Subject to Impact Loadings in Blocky Rock" . | ROCK MECHANICS AND ROCK ENGINEERING 57 . 8 (2024) : 5595-5608 . |
| APA | Nie, Wen , Yong, Zhaorui , Ma, Guowei , Liu, Dongqiao , Fan, Lifeng , Sun, Jie . Dynamic Responses of an Underground Opening Subject to Impact Loadings in Blocky Rock . | ROCK MECHANICS AND ROCK ENGINEERING , 2024 , 57 (8) , 5595-5608 . |
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Abstract ：
Investigating the thermal insulation properties of lightweight geopolymer concrete is essential. This paper aims to develop a lightweight aggregate geopolymer concrete (LWAGC) with good density, compressive mechanical and thermal insulation properties. The dry density of LWAGC was adjusted by incorporating expanded perlite (EP). The variation in physical and mechanical properties of LWAGC with different EP content was discussed, including dry density, P-wave velocity, ultimate compression strength and elastic modulus. Based on infrared thermal imaging technology, a rapid measurement method was proposed to simulate the indoor temperature change of buildings at high ambient temperatures. The thermal insulation performance of the LWAGC with different EP contents was further evaluated. The findings show that as the EP content in LWAGC increases, there is a corresponding decrease in P-wave velocity, dry density, ultimate compressive stress, and elastic modulus. The lowest dry density of LWAGC reaches 1209 kg/m3 while the ultimate compressive stress is still larger than 25.0 MPa, which can used as LC25 building materials in load-bearing structures. The results also show that the addition of EP can improve the thermal insulation properties of LWAGC. The LWAGC with 50 % EP content has the highest reduction rate of temperature and can maintain the indoor temperature lower than 35 degrees C under high ambient temperature, which have potential application prospects in the load- bearing structures and thermal insulation of tall buildings.
Keyword ：
perlite perlite Expanded Expanded Geopolymer Geopolymer Lightweight concrete Lightweight concrete Thermal insulation Thermal insulation Mechanical Mechanical properties properties
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| GB/T 7714 | Zhang, Y. H. , Wang, H. , Zhong, W. L. et al. Development of a high-strength lightweight geopolymer concrete for structural and thermal insulation applications [J]. | CASE STUDIES IN CONSTRUCTION MATERIALS , 2024 , 21 . |
| MLA | Zhang, Y. H. et al. "Development of a high-strength lightweight geopolymer concrete for structural and thermal insulation applications" . | CASE STUDIES IN CONSTRUCTION MATERIALS 21 (2024) . |
| APA | Zhang, Y. H. , Wang, H. , Zhong, W. L. , Fan, L. F. . Development of a high-strength lightweight geopolymer concrete for structural and thermal insulation applications . | CASE STUDIES IN CONSTRUCTION MATERIALS , 2024 , 21 . |
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Abstract ：
The cracking of geopolymer caused by its brittleness characteristics could reduce the stability and durability of the building structure. Studying the cracking behavior of fiber-reinforced geopolymer composites (FRGCs) is important to evaluate the toughness strengthening of geopolymer. This paper presents a real-time study on the cracking characteristics of FRGCs under splitting tensile load based on high-speed digital image correlation (HDIC) technology. The splitting tensile test was conducted on the FRGC with different fiber content. The real-time variation of strain and displacement field during the splitting process was analyzed. The influence of fiber content on the mechanical properties and crack behavior of FRGCs was discussed. Considering the splitting strength and crack width, the optimal fiber content for FRGCs that satisfied the crack resistance requirement was proposed. The results show that the incorporation of fiber can delay the cracking time and reduce strain change during the splitting process. The splitting tensile strength and the deformation increase as fiber content increases, while the crack width decreases as fiber content increases. The FRGC with 2.0% fiber content can maintain a crack width smaller than 0.1 mm, which satisfies the crack resistance requirements of practical engineering for economic consideration.
Keyword ：
cracking characteristics cracking characteristics high-speed digital image correlation high-speed digital image correlation fiber-reinforced geopolymer composites fiber-reinforced geopolymer composites splitting tensile test splitting tensile test fiber content fiber content
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| GB/T 7714 | Zhang, Yunhan , Sun, Yuhang , Zhong, Weiliang et al. A Real-Time Study on the Cracking Characteristics of Polyvinyl Alcohol Fiber-Reinforced Geopolymer Composites under Splitting Tensile Load Based on High-Speed Digital Image Correlations [J]. | BUILDINGS , 2024 , 14 (7) . |
| MLA | Zhang, Yunhan et al. "A Real-Time Study on the Cracking Characteristics of Polyvinyl Alcohol Fiber-Reinforced Geopolymer Composites under Splitting Tensile Load Based on High-Speed Digital Image Correlations" . | BUILDINGS 14 . 7 (2024) . |
| APA | Zhang, Yunhan , Sun, Yuhang , Zhong, Weiliang , Fan, Lifeng . A Real-Time Study on the Cracking Characteristics of Polyvinyl Alcohol Fiber-Reinforced Geopolymer Composites under Splitting Tensile Load Based on High-Speed Digital Image Correlations . | BUILDINGS , 2024 , 14 (7) . |
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Abstract ：
This study experimentally investigated the wave attenuation coefficient and wave number of the heated granite after water cooling (W-C) and air cooling (A-C) treatments. The granite specimens heated to five temperatures (25 degrees C, 100 degrees C, 200 degrees C, 300 degrees C and 400 degrees C) were subjected to the W-C and A-C treatments, respectively. The pendulum impact test was performed on the cooled granite at room temperature to obtain the separated stress pulse. The wave attenuation ratio in the cooled granite was investigated. Propagation coefficients (attenuation coefficient and wave number) were introduced to describe the harmonic wave attenuation in the cooled granite. The effects of W-C and A-C treatments on the attenuation coefficient and wave number were discussed. The results show that the P-wave velocity decreases as temperature increases, while the wave attenuation ratio increases as temperature increases. The P-wave velocity of the granite after the W-C treatment is smaller than that of the granite after the A-C treatment. The wave attenuation ratio, attenuation coefficient and wave number of the stress pulse in the granite after the W-C treatment are larger than those of the stress pulse in the granite after the A-C treatment. The differences of P-wave velocity, wave attenuation ratio, attenuation coefficient and wave number after two cooling treatments increase as temperature increases.
Keyword ：
Granite Granite High temperature High temperature Wave attenuation Wave attenuation Wave velocity Wave velocity Cooling method Cooling method
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| GB/T 7714 | Yang, Q. H. , Yang, K. C. , Li, G. Y. et al. Wave attenuation coefficient and wave number of high-temperature granite after water cooling and air cooling [J]. | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT , 2024 , 83 (10) . |
| MLA | Yang, Q. H. et al. "Wave attenuation coefficient and wave number of high-temperature granite after water cooling and air cooling" . | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 83 . 10 (2024) . |
| APA | Yang, Q. H. , Yang, K. C. , Li, G. Y. , Fan, L. F. , Du, X. L. . Wave attenuation coefficient and wave number of high-temperature granite after water cooling and air cooling . | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT , 2024 , 83 (10) . |
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Abstract ：
The synthesis of high ductility geopolymer composites using excavated natural clay is an economical and environmentally friendly method to realize the utilization of excavated natural clay. This paper presents an experimental research on the flexural properties and pore structure characteristics of engineered geopolymer composites (EGC) prepared by calcined natural clay. The EGC with different slag and fiber contents were prepared and the four-point bending tests were conducted on the EGC. The effect of slag and fiber content on the flexural strength, flexural deflection and flexural toughness were discussed. The microscopic pore structure characteristics of EGC were further analyzed. The optimal mixture ratio of calcined clay-based EGC with the highest flexural toughness was proposed. The results show that fiber can significantly enhance the flexural properties and cracking control ability of EGC. The ultimate flexural strength, flexural deflection, flexural strengthening index and flexural toughness of EGC all increase with increasing fiber content. The results also show the addition of 10.0 % slag can increase the flexural strength and flexural toughness, while excessive slag content reduces the flexural properties. The EGC with 10.0 % slag content and 2.5 % fiber content exhibits excellent flexural properties and cracking control ability. The ultimate flexural strength and flexural toughness index reach 9.75 MPa and 486.11, showing the highest flexural toughness.
Keyword ：
LF-NMR LF-NMR Flexural properties Flexural properties Polyvinyl alcohol fiber Polyvinyl alcohol fiber Clay-based geopolymer composites Clay-based geopolymer composites Pore structure characteristics Pore structure characteristics
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| GB/T 7714 | Zhong, W. L. , Fan, L. F. , Zhang, B. . Experimental research on the flexural properties and pore structure characteristics of engineered geopolymer composites prepared by calcined natural clay [J]. | JOURNAL OF BUILDING ENGINEERING , 2024 , 98 . |
| MLA | Zhong, W. L. et al. "Experimental research on the flexural properties and pore structure characteristics of engineered geopolymer composites prepared by calcined natural clay" . | JOURNAL OF BUILDING ENGINEERING 98 (2024) . |
| APA | Zhong, W. L. , Fan, L. F. , Zhang, B. . Experimental research on the flexural properties and pore structure characteristics of engineered geopolymer composites prepared by calcined natural clay . | JOURNAL OF BUILDING ENGINEERING , 2024 , 98 . |
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Abstract ：
Lightweight geopolymer can combine good physical and mechanical properties, good thermal and chemical stability, low CO2 emission and low energy. The development of high strength lightweight geopolymer concrete for load-bearing structures is important to expand the application range of geopolymer. This paper presents an improvement study on the mechanical properties and pore structure of lightweight geopolymer concrete (LGC) by adding ground granulated blast-furnace slag (GGBFS). The effect of GGBFS content on the mechanical properties of LGC was analyzed, including ultimate compressive stress and elastic modulus. The variation in the microscopic pore structure of LGC with different GGBFS content was further analyzed by low-field nuclear magnetic resonance (LF-NMR) technology. The lightweight geopolymer concrete with different strength grades was proposed including LC20, LC30 and LC40. The results show that as the GGBFS content increases, the ultimate compressive stress and specific strength of LGC increase while the strain corresponding to peak stress decreases, which means that the mechanical properties and deformation resistance of LGC are improved. The CO2 emissions of LGC are lower than that of cement-based lightweight concrete, which shows good sustainability. The results also show that the addition of GGBFS can produce more gel and reduce the volume proportion of capillary pores and air pores, resulting in the densification of the LGC. The recommended GGBFS contents corresponding to the strength grades of LC20, LC30 and LC40 are 0 similar to 12.7 %, 12.7 % similar to 24.6 % and 24.6 % similar to 30%, respectively. The LGC has the characteristics of lightweight and high-strength, which has a potential application in civil engineering. Highlights Mechanical properties and pore structure of LGC were improved by adding GGBFS. The effect of GGBFS content on geopolymer concrete properties was discussed. Effect of slag content on pore structure of geopolymer concrete were studied. GGBGS content of geopolymer concrete with different strength grades was proposed.
Keyword ：
Porosity Porosity LF-NMR LF-NMR GGBFS content GGBFS content Lightweight geopolymer concrete Lightweight geopolymer concrete Microscopic pore structure Microscopic pore structure
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| GB/T 7714 | Zhong, W. L. , Wang, H. , Zhao, X. et al. Optimization of mechanical properties and pore structure of lightweight geopolymer concrete using GGBFS based on LF-NMR technology [J]. | MAGAZINE OF CONCRETE RESEARCH , 2024 , 76 (21) : 1229-1240 . |
| MLA | Zhong, W. L. et al. "Optimization of mechanical properties and pore structure of lightweight geopolymer concrete using GGBFS based on LF-NMR technology" . | MAGAZINE OF CONCRETE RESEARCH 76 . 21 (2024) : 1229-1240 . |
| APA | Zhong, W. L. , Wang, H. , Zhao, X. , Li, J. X. , Fan, L. F. . Optimization of mechanical properties and pore structure of lightweight geopolymer concrete using GGBFS based on LF-NMR technology . | MAGAZINE OF CONCRETE RESEARCH , 2024 , 76 (21) , 1229-1240 . |
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Abstract ：
Water plays a crucial role in determining the porous microstructure of concrete, as its transition from liquid to bound states directly influences the final structure. To advance the commercial application of geopolymer materials, both the setting and geopolymerization processes were monitored using low-field nuclear magnetic resonance (NMR) relaxometry technology. Initially, fresh geopolymer slurries with three different liquid-tobinder ratios were prepared and monitored from their fresh to hardened states using a low-field NMR relaxation instrument over 24 hours. The distribution of the T2 relaxation signal provided information on the state and content of water molecules, indirectly revealing the microstructural evolution of the metakaolin-based geopolymer. The results indicated a significant decrease in water signal intensity, dropping by nearly 80 % within the first two hours of the geopolymerization process. Although the initial water signal intensities varied, the trends in relative water signal intensity were almost identical during the first two hours across different liquid-tobinder ratios. Specifically, for the geopolymer specimen with a liquid-to-binder ratio of 0.70, the transformation of water in capillaries to water in the gel structure began after 60 minutes of curing. Furthermore, both the start time of this transition and the geopolymerization process exhibited delays as the liquid-to-binder ratio increased. The rate of microstructural change in the geopolymer was notably significant, and the time corresponding to this change closely aligned with the setting time determined by the Vicat penetration test. Additionally, four stages akin to cement hydration were identified for the metakaolin-based geopolymer, based on the Vicat penetration testing and temperature monitoring results: (1) Dissolution, (2) Setting, (3) Acceleration, and (4) Hardening.
Keyword ：
Geopolymerization process Geopolymerization process Low-field NMR relaxometry Low-field NMR relaxometry Metakaolin-based geopolymer Metakaolin-based geopolymer Setting time Setting time
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| GB/T 7714 | Zou, H. Y. , Zhong, W. L. , Zhao, X. et al. Investigation of geopolymerization and setting process of metakaolin-based geopolymer based on low-field nuclear magnetic resonance relaxometry [J]. | CONSTRUCTION AND BUILDING MATERIALS , 2024 , 456 . |
| MLA | Zou, H. Y. et al. "Investigation of geopolymerization and setting process of metakaolin-based geopolymer based on low-field nuclear magnetic resonance relaxometry" . | CONSTRUCTION AND BUILDING MATERIALS 456 (2024) . |
| APA | Zou, H. Y. , Zhong, W. L. , Zhao, X. , Fan, L. F. . Investigation of geopolymerization and setting process of metakaolin-based geopolymer based on low-field nuclear magnetic resonance relaxometry . | CONSTRUCTION AND BUILDING MATERIALS , 2024 , 456 . |
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Abstract ：
In rock engineering, the weakening effects of water on the stressed rock are nonnegligible. This paper studied the microstructure deterioration processes of sandstones under stress and stress-water coupling by real-time computed tomography (CT) technology and compared the difference in these two processes. Firstly, the real-time CT tests were performed on the dry and saturated sandstones during the uniaxial compression to study the progressive deterioration of sandstones caused by stress and stress-water coupling, which were further quantitatively described by porosity. Then, the equivalent radius was introduced to analyze the real-time pore structure characteristics of sandstones under stress and stress-water coupling. Finally, the difference in failure patterns of sandstones under stress and stress-water coupling was compared. The results show that the real-time CT images intuitively present the continuous changes of spatial morphology of defects in sandstones under stress and stress-water coupling. During the uniaxial compression, the porosities of dry and saturated sandstones decrease at first, then increase slowly and finally increase rapidly. However, as the increase of stress, the variation in porosity, shifting of pore size distribution curve and change of maximum equivalent radius interval of saturated sandstone are more significant, indicating that even under the same stress state, the water aggravates the microstructure deterioration of sandstone, thus leading to the reduction of bearing capacity of sandstone. In addition, the failed region of saturated sandstone is mainly composed of multiple shear and tensile cracks, which presents the typical tensile-shear composite failure.
Keyword ：
Pore structure characteristic Pore structure characteristic Failure characteristic Failure characteristic Damage-failure process Damage-failure process Microscopic observation Microscopic observation Real-time CT scanning Real-time CT scanning
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| GB/T 7714 | Fan, L. F. , Qiu, B. , Fan, Y. D. et al. Stress-Water Coupling Effects on Failure of Sandstone Based on Real-Time CT Technology [J]. | ROCK MECHANICS AND ROCK ENGINEERING , 2023 , 56 (6) : 4329-4341 . |
| MLA | Fan, L. F. et al. "Stress-Water Coupling Effects on Failure of Sandstone Based on Real-Time CT Technology" . | ROCK MECHANICS AND ROCK ENGINEERING 56 . 6 (2023) : 4329-4341 . |
| APA | Fan, L. F. , Qiu, B. , Fan, Y. D. , Gao, J. W. . Stress-Water Coupling Effects on Failure of Sandstone Based on Real-Time CT Technology . | ROCK MECHANICS AND ROCK ENGINEERING , 2023 , 56 (6) , 4329-4341 . |
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Abstract ：
This paper investigated the microstructure deterioration of sandstones under three commonly used freezing-thawing (F-T) cycle treatments and compared the thermal-induced damage caused by these F-T treatments. Firstly, a series of F-T cycle treatments were carried out on the sandstones by the three F-T methods namely freezing in water and thawing in water (W-W), freezing in air and thawing in water (A-W), and freezing in air and thawing in air (A-A), respectively. Then, computed tomography (CT) tests were performed to observe the variations in microdefects of sandstones from planar and spatial levels, which were quantitatively described by areal porosity and volumetric porosity. Moreover, the damage factor was introduced to describe the damage evolutions of sandstones under F-T cycles and compare the differences in microstructure deterioration induced by the three F-T treatments. Finally, a damage estimation model based on the simplest F-T treatment method (A-A) was established to estimate the damage degree of sandstones under the W-W and A-W treatments. The results showed that under the three F-T treatments, the microdefects of sandstones developed, the areal porosities, volumetric porosities, damage factors, and damage difference coefficients increased as the number of F-T cycles increased. However, the different F-T treatments had different effects on the microstructure deterioration of sandstones. As the number of cycles increased to 50, the W-W treatment caused the most serious damage to sandstone, followed by A-W and A-A treatments. In addition, the damage estimation model based on the A-A treatment can effectively estimate the damage degree of sandstones under W-W and A-W treatments.
Keyword ：
Damage and deterioration Damage and deterioration Estimation model Estimation model CT scanning CT scanning Microstructure Microstructure Three freezing-thawing treatments Three freezing-thawing treatments
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| GB/T 7714 | Fan, Lifeng , Qiu, Bei , Gao, Jingwei . Evaluation of microstructure deterioration inside sandstone under three different freezing-thawing cycle treatments [J]. | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT , 2023 , 82 (5) . |
| MLA | Fan, Lifeng et al. "Evaluation of microstructure deterioration inside sandstone under three different freezing-thawing cycle treatments" . | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 82 . 5 (2023) . |
| APA | Fan, Lifeng , Qiu, Bei , Gao, Jingwei . Evaluation of microstructure deterioration inside sandstone under three different freezing-thawing cycle treatments . | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT , 2023 , 82 (5) . |
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