韋昌富

2025年03月07日 16:38  點擊:[]

韋昌富簡介

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研究方向

1.  金屬礦滲濾浸出開采中的多場耦合問題

2.  多相多組份孔隙介質理論及其應用

3.  非飽和土力學與地質災害問題

主持和參加的科研項目(近5年)

1.  鈾礦開采過程中的多場耦合問題,校級科技創新項目,600萬,2025.12030.12【主持】

2.  水合物藏儲層多尺度表征和飽和度分析方法研究,企業委托項目,200萬,2023-2025【主持】

3.  中國南海典型深海土的介質重構、組構表征與工程力學特性,國家自然科學基金重點項目,300萬,2020-2024 【主持】

發表論文(近2年來)

1.     Ma, T. T., Yu, H. W., Chen, P., Wei, C.* (2024). Soil Shrinkage: Underlying Mechanisms Revealed by Intergranular Stress. Journal of Geotechnical and Geoenvironmental Engineering. J. Geotech. and Geoenviron. Eng. 10.1061/jggefk.gteng-11601.

2.     Zhaoyang Song; Tiantian Ma; Guoqing Cai; Yan Liu; Changfu Wei*. (2024). An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils. Can. Geotech. J.. Doi:10.1139/cgj-2022-0234.

3.     Shengao Jia; Pan Chen; Changfu Wei; Huihui Tian; Panpan Yi. (2024). The connection between soil shrinkage and pore water distribution of compacted clays using the nuclear magnetic resonance technique. Acta Geotechnica. Doi: 10.1007/s11440-024-02291-2

4.     Shijun Hu; Pan Chen; Changfu Wei; Yong Wang; Pengchun Li. (2024). Ocean Engineering. Doi: 10.1016/j.oceaneng.2023.116555.

5.     Zhou, J. Z., Wei, C. F., Yan, R. T., Zhou, Y., Dong Y.. (2024). Intrinsic correlation between the generalized phase equilibrium condition and mechanical behaviors in hydrate-bearing sediments.  J. Rock Mech. & Geotech. Eng. Doi: 10.1016/j.jrmge.2023.11.038.

6.     Zhou Yuan; Zhou Jiazuo; Chen Pan; Wei Changfu. (2024). Shear strength degradation of gas hydrate-bearing sediment due to partial hydrate dissociation. .  J. Rock Mech. & Geotech. Eng. Doi: 10.1016/j.jrmge.2023.10.002.

7.     郝豐富;馬田田;于海文;韋昌富;田慧會;伊盼盼. (2024). 陽離子交換量對膨潤土層間水化影響的試驗研究. 岩土力學. Doi: 10.16285/j.rsm.2023.1614.

8.     馬田田;于海文;韋昌富;伊盼盼;姚傳芹. (2024). 物理化學效應對膨脹土收縮特性的影響機制. 岩土力學. Doi: 10.16285/j.rsm.2023.0508.

9.     馮帥;陳盼;周家作;韋昌富. (2024). 賦存環境對含甲烷水合物沉積物力學特性的影響. 岩土力學. Doi: 10.16285/j.rsm.2023.1641

10.  Song, Z., Wei, C.*, Cai, G., Zhang, Z., & Du, X. (2023). Membrane behavior of clay considering the effect of fixed charges. Science of The Total Environment, 856, 159196.

11.  Yang, D., Yan, R., Yan, M., Lu, D., & Wei, C.* (2023). Geomechanical properties of artificial methane hydrate-bearing fine-grained sediments. Gas Science and Engineering, 109, 104852.

12.  Yang, D., Yan, R., Ma, T., & Wei, C.* (2023). Compressive behavior of kaolinitic clay under chemo-mechanical loadings. Acta Geotechnica, 18(1), 77-94.

13.  Zhou, Y., Zhou, J., Chen, P., & Wei, C.* (2023). Shear strength degradation of gas hydrate-bearing sediment due to partial hydrate dissociation. Journal of Rock Mechanics and Geotechnical Engineering.

14.  Zhou, J., Dong, Y., Lu, W., Ning, F., Li, Y., & Wei, C.* (2023). Strength and wear behaviors of methane hydrate-bearing silty sand: insights from multi-reversal direct shear tests. Acta Geotechnica, 1-17.

15.  Song, Z., Ma, T., Liu, Y., Cai, G., & Wei, C.* (2023). An effective stress-based approach to modeling the chemo-mechanical behavior of saturated active clay. Canadian Geotechnical Journal, .

16.  Yang, D., Chen, Y., Wu, Y., Yan, R., & Wei, C.* (2023). Phase equilibrium of methane hydrate in sediments: Experimental and theoretical characterization. Energy & Fuels, 37(3), 1872-1880.

17.  Yang, D., Yan, R., Cheng, F., Lu, D., Wei, C.*, & Tian, H. (2023). Influencing factors of hydration number of synthesized methane hydrates in sediment. Energy & Fuels, 37(3), 1929-1939.

18.  Chen, P., Jia, S., Wei, X., Sun, P., Yi, P., & Wei, C.* (2023). Hydraulic path dependence of shear strength for compacted loess. Journal of Rock Mechanics and Geotechnical Engineering, 15(7), 1872-1882.

19.  Tian, H., Wu, G., & Wei, C.* (2024). An NMR-based procedure for evaluating the apparent surface relaxivity and pore size distribution of soils. Geotechnical Testing Journal, 47(3).

20.  Meng, J. P., Li, S., Yan, R., & Wei, C.* (2023). Effect of pH value on effectiveness of biopolymer-based treatment of bauxite mine slurry. Physicochemical Problems of Mineral Processing, 59.

21.  Hu, S., Chen, P., Wei, C., Wang, Y., & Li, P. (2024). Thermo-mechanical behavior of reconstituted deep-water sediments. Ocean Engineering, 292, 116555.

22.  Li, J., Zhu, Y., Jin, H., Zhou, B., Han, L., Wang, H., & Wei, C. (2023). Approximate water vertical infiltration extremum path in unsaturated soils. Journal of Hydrology, 625, 129989.

23.  Hu, S., Chen, P., Wei, C., Wang, Y., & Li, P. (2023). Thermomechanical volume change behavior of deep-water sediment. Marine Georesources & Geotechnology, 41(11), 1252-1264.

24.  于海文, 馬田田, 韋昌富 & 郝豐富. (2023). 陽離子交換量和鹽溶液濃度對膨潤土膨脹變形的影響. 岩土力學, (09), 2603-2610.

25.  梁維雲, 韋昌富, 張芹, 秦劉洋, 文松松 & 顔榮濤. (2023). 膨潤土吸濕過程中膨脹力演化及水分分布特征. 岩土工程學報, (02), 283-291.

獲得獎勵與稱号

1.    入選中國科學院百人計劃2006年;獲中國科學院引進海外傑出人才計劃擇優支持,2008

2.    廣西自然科學一等獎(排名第三),2010

3.    廣西“八桂學者”,2011

4.    入選國家百千萬人才工程,2015

5.    中國科學院朱李月華優秀教師獎,2016

6.    教育部自然科學二等獎(排名第三),2022

指導學生獲獎情況

1.  培養省傑青1

2.  2名獲省優秀博士論文

授權專利(發明專利25項)

1.     韋昌富,馬田田. 一種低含水量緻密岩土介質的孔隙水壓力測試方法[P]. CN201710464892.4, 2019-05-10.

2.     韋昌富,馬田田. 具有負電荷密度梯度的緩沖回填層及其設計方法[P]. CN201710464870.8,2019-02-01.

3.     韋昌富,陳輝,魏厚振. 快速确定非飽和土水力參數的方法[P]. CN200910060731.4,2011-10-26.

4.     田慧會,韋昌富. 一種土體弛豫率獲取方法[P]. CN202010016547.6,2021-05-04.

5.     田慧會,顔榮濤,韋昌富,. 一種土體全含水量滲透系數測定裝置及方法[P]. CN202010016543.8,2024-11-01.

6.     陳盼,馮帥,韋昌富,.一種室内模拟制備原位深水沉積物的方法[P]. CN202210186808.8,2024-06-18.

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