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  • LIANG Enyun, ZENG Zhifang, LIU Gengyin, ZENG Guangqian, ZOU Guangjun, XU Ruochao, ZHAO Wei
    2025, 45(2): 135-146.
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    The Dayishan area of Hunan province is located in the transition zone between Yangtze and Cathaysian Block, also is in the superposition of Qinhang metallogenic belt and Nanling metallogenic belt. The Dayishan pluton is characterized by multiple stages of intrusion and strong alteration. The lithium-bearing granites in Dachongli mining area can be divided into three stages of intrusions: medium-grained porphyritic biotite monzogranite ( ηγJ a 3 ), fine-grained porphyritic two-mica monzogranite ( ηγJ b 3 ) and fine-grained two-mica monzogranite( ηγJ c 3 ). In order to reveal the mechanism of lithium mineralization, this paper takes petrogeochemistry as the starting point to explore the characteristics of granite evolution. It is found that the average content of SiO2 in granite of Dachongli mining area is 75. 13%,Na2O+K2O is 5. 99%,10 000 × Ga / Al is 3. 88, and T FeO/ MgO is 21. 70. It has a flat “seagull shaped” REE patterns, enriched in Rb, Th, U and Y, with loss of Ba and Sr. It belongs to A-type granite. In Yb-Ta and Y-Nb diagrams,most of the granites in Dachongli mining area drop point into the range of intraplate granite. Combined with previous studies, it is believed that they are formed in the early Yanshan intracontinental extensional environment. From early to late stages, each stage of granite follows the law of magmatic evolution, with ∑REE, LREE, HREE, LREE / HREE, Th, Zr and Hf values decreasing, while Li, W, Sn, Bi, Rb, U and Nb are increasing. The average content of Li varies from 538×10 -6→734×10 -6→2 218×10 -6 , with a coefficient of 21. 2%→29. 8%→74. 3%, which reflects that Li is more enriched and more conducive to mineralization in the fine-grained two-mica monzonitic granite of the late stage.
  • REN Xuan, HE Haiyang, TANG Zhenping, CHEN Liang, WANG Tingting, HOU Danping , LIU Yi , LIU Wei, ZHANG Huanbao
    2025, 45(2): 147-161.
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    There are a series of Triassic granites in central Hunan, whose genesis and tectonic significance are highly controversial. Taking Yueshan granite as the research object, this paper has conducted research on petrology, zircon chronology and geochemistry. LA-ICP-MS zircon U-Pb dating results show that the weighted average age of Yueshan granite is 245±1 Ma, indicating that the emplacement age of the pluton is Middle Triassic. Zircon trace element compositions show significant positive Ce anomaly and negative Eu anomaly, light rare earth depletion, which is consistent with typical magmatic zircon characteristics. Zircon saturation temperature is low(avg. , 728. 66 ℃ ), the main elements are rich in silica( SiO2 = 76. 65% -81. 72%), and alkali(Na2O+ K2O= 6. 67% -8. 53%) but poor in TiO2 (0. 04% -0. 08%), showing its characteristics of peraluminous(A/ CNK= 1. 09-1. 19), and high potassium calc-alkaline S-type granite. Large ion lithophile elements such as Rb, Th and U are enriched, while high field strength elements such as Nb and Ti are depleted, with obvious negative Eu anomaly(δEu = 0. 13-0. 36). The geochemical characteristics indicate that it belongs to crust-derived granite, and the magma source area is partial melting of argillaceous rocks. Combined with the discrimination of tectonic environment and regional tectonic-magmatic evolution, it is concluded that Yueshan granite is formed in the co-collision tectonic environment.
  • WANG Deliang , XU Yingkui , LI Shijie , ZHU Dan , LI Xiongyao , LIU Jianzhong
    2025, 45(2): 162-171.
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    Copper(Cu) is a moderately volatile, siderophile and strongly chalcophile element. The processes of celestial evolution such as nebula accretion, core-mantle differentiation, and impact melting can induce Cu isotope fractionation. It has extensive application prospect in the field of Cosmochemistry, such as tracing the evolution of primordial solar nebula and planets. This paper summarizes the current research status of Cu isotope in cosmochemistry:(1) cosmochemical properties of Cu;(2) Cu isotope analysis methods based on MC-ICP-MS, including chemical preparation and quality discrimination correction methods;(3) Cu isotope compositions of major celestial reservoirs(meteorites, Earth and Moon);(4) the processes that may lead to differences of Cu isotope composition between reservoirs, including high-temperature volatilization, nebula mixing, planetary differentiation and radionuclide decay processes;( 5) the migration mechanisms of Cu during partial melting of mantle, magma differentiation, and oceanic crust subduction, including the limited explanations for Cu isotopic variations in these three processes;(6) practical application of Cu isotope cosmochemistry.
  • LIU Feng , QIAO Xiaoke , LANG Shanshan , WANG Guoqiang , LI Longfei , ZHAO Jingxuan , WEI Jing , ZHANG Lizhao , CHEN Xiong
    2025, 45(2): 172-181.
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    In order to figure out the characteristics of heavy metal pollution in soil near a lead-zinc mining area in northern Taihang Mountains, 66 surface soil samples were collected. The pollution degree of seven heavy metals (Cd, Hg, As, Pb, Cr, Cu, Zn) in the research area was evaluated by Nemerow pollution index method and geoaccumulation index method. Combined with multivariate statistical analysis and positive matrix factor model, the source of soil heavy metals was analyzed. Seven forms of heavy metals were extracted and the potential ecological risk comprehensive index and risk assessment coding method were used to comprehensively evaluate the migration ability and ecological risk. The results show that the order of heavy metals pollution in soil of the study area is as follows: Cd>Pb>Zn>Hg>Cu. As and Cr are hardly polluted and are basically not affected by external factors. The trend of multivariate statistical analysis is similar to that of PMF model source analysis, and they are mutually verified. PMF is established to be more accurate in dividing human sources. Cd, Pb, Zn, Cu and a small part of Hg are from industrial and mining activities such as ore mining, beneficiation and metallurgy (65. 91%). Hg is mainly the source of atmospheric deposition caused by waste gas, dust and dust produced by ore mining and metal smelting (19. 02%). As and Cr are mainly controlled by parent material sources of soil (15. 07%). The study area is at a strong ecological hazard level as a whole. Cd and Hg are the main controlling factors. The migration ability and ecological risk of Cd are the highest. Acidic wastewater and leachate will significantly enhance the migration ability and ecological risk of Cd, and the supervision and treatment work need to be strengthened as a key focus.
  • XU Chunyi , HUANG Peng , YAN Lei
    2025, 45(2): 182-189.
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    In order to study the compressive performance and failure morphology of ALC slab masonry, and compare it with ALC block masonry, a compressive performance test is carried out on 6 ALC slab masonry specimens and 3 ALC block masonry specimens, and the axial compressive strength, deformation performance, failure process, and failure phenomena of each specimen are obtained. The differences between the stress-strain curve, elastic modulus and Poisson??s ratio of ALC slab masonry and ALC block masonry are compared and analyzed, and the test results are verified by the finite element simulation analysis method. The ALC slab masonry can make the stress distribution in the wall more uniform, which not only improves the compressive bearing capacity of the wall, but also enhances the ductility of the wall. And through the analysis of the test data, combined with the current code, the proposed calculation formula for the compressive strength of ALC slab masonry is given, which provides a reference for the calculation and research of the compressive bearing capacity of ALC slab masonry. And the finite element simulation analysis results are in good agreement with the test results, which provides a theoretical basis for the application of slab masonry in practical engineering. The compressive strength and crack resistance of ALC slab masonry are better than those of ALC block masonry in the compressive performance test.
  • ZHANG Yongbing, WANG Ning , LU Danhao
    2025, 45(2): 190-198.
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    To investigate the seismic performance of carbon fibre reinforced plastics(CFRP) retrofitted seismic damaged masonry infilled reinforced concrete(RC) frames with openings, the low-cycle loading test of two damaged masonry infilled RC frames with openings and one seismic damaged RC empty frame strengthened with CFRP are conducted. Compared with previous reinforcement, the damage degree of the frame strengthened with CFRP is significantly reduced, and the bearing capacity and ductility are improved significantly. According to the test data, hysteresis curves, skeleton curves, stiffness degradation, ductility and energy dissipation capacity and other seismic performance parameters of seismic damage specimens strengthened with CFRP are obtained. The results show that: the bearing capacity, ductility and energy dissipation capacity of the seismic damaged masonry infilled RC frames with openings specimens strengthened with CFRP have been improved. The stiffness degradation rate of the specimens are slower than that of the unreinforced specimen. Although the initial stiffness of the specimen is slightly lower than that of the unreinforced specimens. It can also reach or even exceed the level of seismic performance before damage. The strengthened seismic damaged specimens show great seismic performance.
  • JIANG Xue , MENG Qingshan , WANG Zhibing , LI Haoming
    2025, 45(2): 199-205.
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    In order to explore the mechanical properties of coral boulder limestone under cyclic loading, this paper uses the electro-hydraulic servo triaxial test system(MTS 815. 03) to conduct triaxial compressive strength test and triaxial constant cyclic load test on coral boulder limestone under different confining pressures. The stressstrain curves of coral boulder limestone samples are analyzed from the aspects of morphology, strength characteristics and failure mode. The test results show that the stress-strain curves of coral boulder limestone samples show obvious hysteretic effect during triaxial cyclic loading test. The triaxial peak strength of reef limestone under cyclic loading is higher than that of triaxial compressive strength, and the peak strength of coral boulder limestone increases obviously with the increase of confining pressure and loading frequency. Coral boulder limestone keeps high residual strength after failure under triaxial and cyclic loading. The strength of coral boulder limestone conforms to Mohr-Coulomb strength criterion. Under cyclic loading, coral boulder limestone presents a complex splitshear failure mode. With the increase of confining pressure and loading frequency, the failure mode of coral boulder limestone gradually changes from split-shear failure mode to single-inclined shear failure mode, and most of the failure cracks occur along the parts with poor biological component cementation and more through pores. The results are helpful to improve the understanding of mechanical properties and damage characteristics of coral boulder limestone, and provide important reference for strength design and construction of coral reef engineering
  • TUO Jianbo , CHEN Guoqiang , LYU Haibo
    2025, 45(2): 206-212.
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    The soil-water characteristic curve ( SWCC) of marble with glue powder is measured by pressure film instrument, and the variation of soil water content under different suction is measured by nuclear magnetic resonance technology. The Gardner (GA) model and Fredlund-Xing (FX) model are used to fit the parameters of the measured SWCC test results to obtain the function equation. The SWCC is predicted based on the particle distribution curve combined with the traditional M-V model. Compared with the measured soil-water characteristic curve, it is found that the water content is lower in the high suction section. To solve this problem, the water content calculation method of M-V prediction model is improved, and the combined water content is predicted based on the verification model of nuclear magnetic curve combined water and free water critical suction. The results show that the combined water content predicted by the model is basically consistent with the results of NMR. The soil-water characteristic curve predicted by the improved M-V model is more consistent with the measured data. It is also applicable to both sand and loam soil, and can effectively predict the SWCC of other soil samples.
  • DENG Shengbing, XIE Xiaoli
    2025, 45(2): 213-220.
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    To improve the rigidity of rigid-frame arch bridges, this study proposes a reinforcement method—the plate-truss composite strengthening technique, which involves adding steel trusses to the rigid-frame arches on both sides, re-laying the bridge deck steel bars, and newly pouring concrete on the original deck to form a plate-truss composite structure capable of resisting loads. A bridge in Liucheng County of Liuzhou is applied to Midas Civil. The mechanical properties of the structure before and after reinforcement are compared. Thus, the bridge is reinforced by the method. Through the load test, the deflection of the reinforced bridge under the load test and the impact coefficient under the barrier-free sports car test are measured. The results show that the reinforcement method can greatly improve the structural stiffness.
  • DENG Simin , LIU Zhichao, LEI Ming
    2025, 45(2): 221-228.
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    Magnesium slag is an industrial by-product of magnesium production, which exhibits high carbonation activity due to the presence of large amount of dicalcium silicate in its composition. Here, a MS-based carbonated aerated concrete(MCAC) is reported. The mixture is mainly composed of MS powder, supplemented with a small amount of Portland cement with high hydration activity to provide demolding strength. The density of MCAC(750 kg / m 3 ) is regulated by aluminum powder, and the effect of different carbonation systems on the mechanical properties and void structure is studied. By controlling the water to solid ratio, carbonization time and pre-drying treatment time, the best carbonization system is explored. The results reveal that the water to solid ratio of 0. 24 is determined to be the best; there is almost zero of the compressive strength of MCAC after 12 h standard pre-curing (before carbonation). After carbonation for 24 h at 0. 1 MPa, the compressive strength of MCAC reaches 5. 3 MPa. The moisture before carbonation of 16% is considered as the optimum value, which can be controlled by pre-dying treatment. In addition, a large amount of calcium carbonate with calcite and a small amount of aragonite as the main crystal is generated after carbonation, which gradually deposits on the void inner surface along with the carbonation. This study provides a new insight into the preparation of a new type of green and sustainable aerated concrete, accompanied by the achievement of CO2 solidification.
  • XIN Peikang, YU Fangqiang, GAO Bingbo, GU Zhiwang
    2025, 45(2): 229-236.
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    Aiming at the problems of low automation and poor efficiency of traditional manual methods and complex algorithm and poor accuracy of point-cloud-filtering method in the process of feature extraction and bounding box creation, a dynamic singling bounding box creation method based on U-Net boundary extraction in true orthophoto is proposed. Firstly, the U-Net neural network is used to extract the contour boundary of the true orthophoto, and extracts the forward projection boundary of rural buildings efficiently. Furthermore, based on the extracted building boundary, the vector model of single building bounding box is automatically created by geographic coordinate transformation and building height extraction through image dense matching point cloud. Taking two villages in Jiangxi Province as an example, the experimental results show that the proposed method has high accuracy and efficiency in building boundary extraction, and the location and height of the bounding box created are accurate. It can effectively perform the dynamic singling of the real-scene model in large-scale buildings community.
  • LUO Yang , YAN Bo , DING Na , MAO Jun , YU Guo
    2025, 45(2): 237-242.
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    To elucidate the influence of different combinations of aquatic plants on the purification effect of landscape walls on college domestic sewage,this study focuses on 5 different aquatic plants(Eichhornia crassipes, Myriophyllum elatinoides, Scirpus validus Vahl, Pontederia cordata L. , and Acorus calamus L. ) . Three of them are selected to combine and the effects of different plant combinations on landscape walls are compared for domestic sewage treatment. The results show that after 78 days of experimentation, the combination of Myriophyllum elatinoides + Acorus calamus L. + Pontederia cordata L. exhibites relatively good water purification effects on COD, ammonia nitrogen, total phosphorus, and other pollutants in domestic wastewater. The average removal rates of SS and chromaticity reaches 80. 1%, 76. 8%,71. 6%,85. 7% and 76. 2%. This study provides theoretical and technical support for the allocation and application of aquatic plants in the plant landscape wall.
  • TANG Zijing , LIU Hanle, WANG Aobo , WANG Zuwei , WEI Jiangtao
    2025, 45(2): 243-250.
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    In order to explore the feasibility of dynamic monitoring of DNAPL remediation process in sandy column by resistivity method, the effects of surfactant concentration and injection rate on the remediation effect of DNAPL, trichloroethylene(TCE) is selected as a typical heavy non-aqueous liquid(DNAPL) pollutant and sodium lauryl sulfate( SDS) as a surfactant representative, and the remediation experiment of anionic surfactant SDS rinsing trichloroethylene(TCE) in a one-dimensional sand column is carried out by using an electrical instrument. The TCE saturation change and cumulative remediation efficiency are calculated from the apparent resistivity values and compared with the actual discharge volume. The effects of different surfactant concentrations and rinsing rates on resistivity and TCE remediation effect of sand media are analyzed through resistivity data, and the experimental results show that when increases surfactant concentration or surfactant injection rate, the apparent resistivity and TCE saturation value of the sand column will decrease with the extension of the rinsing time, and the relative error range of different flow rates is -24. 509% and 7. 337% after comparing the actual discharge volume of TCE with the estimated volume. The relative error range at different concentrations is -27. 146% and 0. 785%. The remediation effect is the best when the surfactant concentration is 1. 0% and the injection rate is 1 mL / min, and the cumulative remediation efficiency reaches 89. 48%, indicating that it is feasible to monitor the DNAPL remediation process by using resistivity method, which provides a new technical means for monitoring the remediation process of groundwater organic contaminated sites.
  • YANG Songming, WANG Mei
    2025, 45(2): 251-259.
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    To overcome the limitations of existing methods for identifying falls among the elderly, a novel technique is proposed that utilizes sound signals for fall detection. In the acoustic feature extraction stage, Mel-frequency cepstral coefficients(MFCC) are supplemented with temporal information. The Mel-frequency cepstral coefficients along with their first and second-order differential coefficients are transformed into a three-dimensional feature similar to an image, which is then classified using convolutional neural networks, thereby enhancing the robustness of indoor fall detection against noise. The network architecture is further improved through the use of the SimAM attention mechanism, feature pyramid network(FPN), and dynamic receptive convolution (DRConv). Experimental results show that this proposed method outperforms traditional identification methods on different datasets. The refined network model achieves precision, recall, and F1-Score of 98. 43%, 98. 21%, and 98. 32%, respectively, on the A3FALL dataset. Furthermore, for human fall sound events, the F1-Score is 96. 45%, which is superior to that of other conventional network models.
  • YU Yannan , FU Xueliang , LI Mingtong , LI Dahan
    2025, 45(2): 260-265.
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    The key to enhancing LLC resonant converter efficiency lies in minimizing switching losses of the power switches. According to the requirements of high power density and high efficiency of 240 W adapter, GaN power device is used as the primary switch, and the resonance parameters K and Q are constrained and optimized by the control variable method. Through the Mathcad theoretical calculation, Matlab simulation and experimental platform test, the selected synchronous rectifier driver chip is MP6924A. Finally, a 240 W adapter prototype is developed. The power density of the whole machine reaches 0. 82 W/ cm 3 , and the high voltage and full load efficiency of the whole machine is 96%. The experimental result verifies the feasibility of adopting GaN power devices, optimizing resonance parameters, and synchronous rectification technology to improve efficiency.
  • YU Shihai , DU Zizhe , KONG Lingqian , MENG Yongheng
    2025, 45(2): 266-278.
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    This study measures the comprehensive evaluation index of digital trade development and industrial transformation and upgrading by constructing an evaluation index system for the development of digital trade and industrial transformation. It is based on provincial panel data from 31 provinces(autonomous regions and municipalities) in China( excluding Hong Kong, Macao, and Taiwan) from 2010 to 2020. It employs the entropy weight TOPSIS and grey correlation dynamic evaluation methods of grey relational degree, as well as exploratory factor analysis method. The coupling coordination degree model is used to measure the coupling coordination status of the two in the national and the eight economic zones. Combined with Dagum Gini coefficient and kernel density estimation methods, the evolutionary characteristics are analyzed from the perspectives of time and space. (1)The coupling coordination between digital trade development and industrial upgrading in China is increasing year by year, from a mildly dysfunctional stage to a well-coordinated stage, but with obvious regional heterogeneity. (2)Dagum Gini coefficient analysis finds that regional differences in digital trade development and industrial upgrading show a narrowing trend, and inter-regional differences are the main source of regional differences, and they mainly come from between the three coastal regions and the great northwest regions. (3)Kernel density estimation analysis finds that although the overall regional differences are narrowing, the gap between high level of coastal areas and low level of inland areas is widening, and there is an obvious polarization phenomenon, and there are provinces with much higher coupling coordination than others.
  • HAN Liuyuan , DENG Guangming
    2025, 45(2): 279-284.
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    When dynamic time warping(DTW) is introduced to measure the similarity between samples in the process of panel data clustering, unreasonable matching is easy to occur and the shape similarity of data is not considered in the matching process. To address this issue, this article adopts a method that combines Euclidean distance and slope to construct a distance function for weighted dynamic time warping (WDTW), and utilizes existing clustering algorithms to cluster panel data. This method can effectively improve the low accuracy of clustering caused by excessive stretching or compression in sequence matching, and comprehensively consider the numerical similarity and shape similarity of data in the matching process. To obtain the optimal clustering results, it adjusts the weights of different numerical and shape values to adapt to different datasets. Numerical simulation results show that this method can effectively improve the accuracy of clustering. It can be seen from the clustering results of the empirical analysis that the method can achieve reasonable clustering of panel data and make it more suitable for the actual situation.