一、個(gè)人簡介
毛靈濤，教授、博士生導(dǎo)師，曾先后獲得教育部科技發(fā)明一等獎(jiǎng)1項(xiàng)，二等獎(jiǎng)1項(xiàng)，教育部自然科學(xué)一等獎(jiǎng)1項(xiàng), 煤炭工業(yè)協(xié)會(huì)科學(xué)技術(shù)二等獎(jiǎng)2項(xiàng)，煤炭工業(yè)協(xié)會(huì)科學(xué)技術(shù)三等獎(jiǎng)及山西省科學(xué)技術(shù)三等獎(jiǎng)各1項(xiàng)；主持國家自然科學(xué)基金項(xiàng)目1項(xiàng)、作為骨干參與國家重點(diǎn)研發(fā)計(jì)劃、國家973 項(xiàng)目、國家重大科學(xué)設(shè)備開發(fā)專項(xiàng)和國家自然科學(xué)基金儀器專項(xiàng)6項(xiàng)。發(fā)表論文110余篇，其中SCI和EI收錄50余篇。
電子郵件：mlt@cumtb.edu.cn
二、教育背景
1. 1991.09-1995.06： 吉林工業(yè)大學(xué)，汽車運(yùn)用工程專業(yè)，本科
2. 1999.09-2002.06：星空綜合官網(wǎng)（北京），工程力學(xué)專業(yè)，碩士
3. 2002.09-2005.06：星空綜合官網(wǎng)（北京），工程力學(xué)專業(yè)，博士
4. 2012.06-2013.05：Stony Brook University，機(jī)械工程系，訪問學(xué)者；合作導(dǎo)師：Fu-pen Chiang 教授
三、研究領(lǐng)域
主要研究光測實(shí)驗(yàn)力學(xué)方法及其應(yīng)用；非均質(zhì)巖石的非連續(xù)結(jié)構(gòu)和三維應(yīng)力應(yīng)變場的可視化和透明化方法。
四、代表性科研/教學(xué)成果
1. 項(xiàng)目
(1) 國家自然科學(xué)基金項(xiàng)目，基于CT孔隙巖石三維變形及應(yīng)變場的數(shù)字體圖像相關(guān)法研究(51374211)，項(xiàng)目負(fù)責(zé)人；
(2) 國家重點(diǎn)研發(fā)計(jì)劃子任務(wù)，深井大規(guī)模開采動(dòng)力災(zāi)害孕育的可視化推演系統(tǒng)（2022YFC2904102），子任務(wù)負(fù)責(zé)人；
(3) 國家重大科研儀器研制項(xiàng)目，低滲透儲(chǔ)層巖石超臨界CO2壓裂與三維應(yīng)力場可視化實(shí)驗(yàn)系統(tǒng)（51727807），課題骨干
(4) 國家重點(diǎn)研發(fā)計(jì)劃子課題，深部采動(dòng)應(yīng)力場-能量場分析、模擬與可視化（2016YFC0600705），課題骨干
(5) 973項(xiàng)目子課題，高應(yīng)力強(qiáng)卸荷作用下多組裂隙巖體宏細(xì)觀力學(xué)行為（2010CB732002）, 課題骨干
(6) 973項(xiàng)目子課題，瓦斯對煤體損傷的微觀作用規(guī)律研究(2005CB221502) , 課題骨干
2. 論著
[1] BI Y., LIU H., MAO L.*, et al., Investigation into debonding of single polypropylene fiber pullout in concrete using X?ray microtomography and mechanically regularized digital volume correlation [J], Materials and Structures, 2024, 57:188
[2] YANG S., LIU H., MAO L.*, et al., Damage quantification in concrete under uniaxial compression using microcomputed tomography and digital volume correlation with consideration of heterogeneity [J], Mechanics of Materials, 2024, 199 : 105178
[3] YANG S., MAO L.*, et al., A fine-segmentation algorithm for XCT images of multiphase composite building materials based on deep learning [J], Journal of Building Engineering, 2024, 97: 110918
[4] LIU H., MAO L.*, et al, Multiscale damage analyses of red sandstone in uniaxial compression based on advanced digital volume correlation [J]., Rock Mechanics and Rock Engineering, 2023, 56, 862-8641
[5] 毛靈濤，蘇方圓，等，基于數(shù)字體圖像相關(guān)法的砂漿內(nèi)部微裂隙識(shí)別與量化[J].，工程力學(xué)，2023，doi: 10.6052/j.issn.1000-4750.2022.12.0006
[6] 毛靈濤，畢玉潔，等. 基于CT成像和數(shù)字體圖像相關(guān)法的巖石內(nèi)部變形場量測方法的研究進(jìn)展[J]. 科學(xué)通報(bào)，2023, 68(4): 380-398
[7] LIU H., MAO L.*, et al., Damage evolution in coal under different loading modes using advanced digital volume correlation based on X-ray computed tomography [J]., Energy, 2023, 275: 127447
[8] LIU H., MAO L.*, et al. An adaptive and reliable guided digital volume correlation algorithm for sandstone based on 3D scale?invariant feature transform [J]. Rock Mechanics and Rock Engineering, 2022, 55:6171–6186
[9] GUO R., MAO L.*, et al., Experimental characterization and micro-modeling of transverse tension behavior for unidirectional glass fibre-reinforced composite [J], Composites Science and Technology, 2022, 222: 109359
[10] MAO L., LEI Y., et al.，Evaluation of 3D deformation field in siltstone with a pre-existing 3D surface flaw under uniaxial compression using X-ray computed tomography and digital volumetric speckle photography [J], Measurement, 2022, 189: 110484
[11] MAO L., LIU H., et al，Evaluation of global and local digital volume correlation for measuring 3D deformation in rocks [J]. Rock Mechanics and Rock Engineering, 2021, 54, 4949–4964
[12] MAO L., LIU H., et al., 3-D strain estimation in sandstone using improved digital volumetric speckle photography algorithm [J]. International Journal of Rock Mechanics & Mining Sciences, 2021, 141: 104736
[13] GIORDANO A., MAO L., et al., Full-field experimental analysis of a sandwich beam under bending and comparison with theories [J], Composite Structures, 2021, 255 : 112965
[14] MAO L., ZHU Y., et al., An improved digital volumetric speckle photography techniquenwith X?ray microtomography and its applications to investigating strain localization in red sandstone [J], Rock Mechanics and Rock Engineering, 2020, 53: 1457–1466
[15] MAO L. , LIU H., et al.，3D strain mapping of opaque materials using an improved digital volumetric speckle photography technique with X-ray microtomography [J]，Appl. Sci. 2019, 9: 1418
[16] MAO L., YUAN Z., et al., 3D strain evolution in concrete using in situ X-ray computed tomography testing and digital volumetric speckle photography [J], Measurement, 2019, 133:456–467
3. 獲獎(jiǎng)
(1) 裂隙巖體三維裂紋動(dòng)態(tài)擴(kuò)展規(guī)律與破斷機(jī)制, 教育部自然科學(xué)一等獎(jiǎng)， 2022年，排名第8
(2) 巖芯高分辨率多模式層析及同步加載一體化技術(shù)及裝置，教育部技術(shù)發(fā)明二等獎(jiǎng)，2015年，排名第4
(3) 大同石炭系特厚煤層綜放開采全煤巷道礦壓監(jiān)測及支護(hù)技術(shù)研究，山西省科學(xué)技術(shù)三等獎(jiǎng)，2015年，排名第5
(4) 塔山礦綜放工作面臨空開采動(dòng)壓顯現(xiàn)治理，中國煤炭工業(yè)科學(xué)技術(shù)獎(jiǎng)三等獎(jiǎng)，2013年，排名第7
(5) 大同石炭系特厚煤層綜放開采全煤巷道礦壓監(jiān)測及支護(hù)技術(shù)研究，中國煤炭工業(yè)科學(xué)技術(shù)獎(jiǎng)二等獎(jiǎng)，2011年，排名第11
(6) 深部巷道圍巖穩(wěn)定性遠(yuǎn)程實(shí)時(shí)自動(dòng)監(jiān)測系統(tǒng)應(yīng)用，中國煤炭工業(yè)科學(xué)技術(shù)獎(jiǎng)二等獎(jiǎng)，2010年，排名第11
(7) 新型巷道圍巖變形遠(yuǎn)程實(shí)時(shí)自動(dòng)監(jiān)測系統(tǒng)，教育部技術(shù)發(fā)明二等獎(jiǎng)，2009年，排名第2
4. 專利
(1) 毛靈濤，姜復(fù)本，一種兩步三維傅里葉變換測量物體內(nèi)部三維變形場的方法，發(fā)明專利，專利號(hào)：ZL201310426262.X
(2) F. CHIANG，L. MAO，Method for measuring the interior three-dimensional movement, stress and strain of an object，美國發(fā)明專利，專利號(hào)： 10013767 B2
