武漢理工大學(xué)

一、姓名：磨煉同

二、基本情況：

1、出生年月：1979.05

2、學(xué)位：博士

3、職稱：副研究員

4、工作院系：硅酸鹽建筑材料國(guó)家重點(diǎn)實(shí)驗(yàn)室

三、教育經(jīng)歷(從大學(xué)開(kāi)始)：

1998.09~2004.06: 武漢理工大學(xué)材料科學(xué)與工程(本碩連讀班), 碩士學(xué)歷;

2005.06~2010.01: 荷蘭代爾夫特理工大學(xué)(Delft University of Technology)道路與鐵道工程, 博士學(xué)歷。

四、工作經(jīng)歷：

2010.05~至今：武漢理工大學(xué)硅酸鹽建筑材料國(guó)家重點(diǎn)實(shí)驗(yàn)室

五、研究領(lǐng)域(不多于3個(gè))：

道路建筑材料與工程，重點(diǎn)研究材料細(xì)觀-微觀數(shù)值模擬, 材料服役行為與長(zhǎng)壽命化技術(shù), 材料-結(jié)構(gòu)-力學(xué)三位一體化研究

六、科研項(xiàng)目(不多于5項(xiàng))：

[1] 武漢市人事局回國(guó)留學(xué)人員擇優(yōu)資助項(xiàng)目《瀝青混凝土細(xì)觀力學(xué)-材料-結(jié)構(gòu)三位一體化研究》，項(xiàng)目負(fù)責(zé)人;

[2] 荷蘭交通部項(xiàng)目子課題《鋼橋面瀝青鋪裝層性能與數(shù)值模擬》, 項(xiàng)目負(fù)責(zé)人;

[3] 教育部高校博士點(diǎn)基金《多孔瀝青混凝土表面松散掉粒機(jī)理與延壽技術(shù)研究》，項(xiàng)目負(fù)責(zé)人;

[4] 武漢市科技局攻關(guān)項(xiàng)目《新型環(huán)氧橋面鋪裝材料開(kāi)發(fā)與應(yīng)用研究》, No. 201210320191，項(xiàng)目負(fù)責(zé)人;

[5] 廣東省教育部產(chǎn)學(xué)研結(jié)合項(xiàng)目《大伸縮量無(wú)縫橋面伸縮縫材料與結(jié)構(gòu)設(shè)計(jì)關(guān)鍵技術(shù)研發(fā)與產(chǎn)業(yè)化》, 編號(hào)：粵財(cái)教[2012]392號(hào)2012B091000162，項(xiàng)目主要負(fù)責(zé)人

七、代表性論文及著作(不多于10項(xiàng))：

1.Liantong Mo, Xun Li, Xing Fang, M. Huurman, Shaopeng Wu. Laboratory investigation of compaction characteristics and performance of warm mix asphalt containing chemical additives, Construction and Building Materials, 37:239-247(2012).

2.Liantong Mo, Donglin Shu, Xun Li, M. Huurman, Shaopeng Wu. Experimental investigation of bituminous plug expansion joint materials containing high content of crumb rubber powder and granules, Materials and Design, 37 :137-143(2012).

3.L.T. Mo, X. Fang, D.P. Yan, M. Huurman, S.P. Wu. Investigation of mechanical properties of thin epoxy polymer overlay materialsupon orthotropic steel bridge decks, Construction and Building Materials 33: 41-47(2012).

4.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Research of Bituminous Mortar Fatigue Test Method Based on Dynamic Shear Rheometer, Journal of Testing and Evaluation, 40(1):84-90(2012).

5.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Bitumen–stone adhesive zone damage model for the meso-mechanical mixture design of ravelling resistant porous asphalt concrete, International Journal of Fatigue, 33 :1490-1503(2011).

6.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Investigation into material development and optimization of improved ravelling resistant porous asphalt concrete, Materials and Design,31 :3194-3206(2010).

7.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Ravelling investigation of porous asphalt concrete based on fatigue characteristics of bitumen–stone adhesion and mortar, Materials and Design, 30(1):170-179 (2009).

8.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. 2D and 3D meso-scale finite element models for ravelling analysis of porous asphalt concrete, Finite Elements in Analysis and Design, 44(4): 186-196 (2008).

9.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Finite element analysis and experimental study on tensile fatigue behavior of asphalt-stone adhesion, Fatigue and Fracture Engineering Materials and Structure, 30:823-831 (2007).

10.L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Investigation into stress states in porous asphalt concrete on the basis of FE-modelling, Finite Elements in Analysis and Design, 43:333-343 (2007)

八、聯(lián)系方式：

1、Tel：

2、E-mail：molt@whut.edu.cn; moliantong@gmail.com

3、工作地址(實(shí)驗(yàn)室)：硅酸鹽建筑材料國(guó)家重點(diǎn)實(shí)驗(yàn)混凝土樓517室

1.Name: Liantong Mo

2.Brief introduction:

1)Date of birth: May 1979

2)Degree: Ph.D

3)Title: Associate Researcher

4)Working department: State Key Lay of Silicate Materials for Architectures

3.Education experience(after entering university):

1998.09~2004.06: Materials Science and Technology, Wuhan University of Technology, Master degree

2005.06~2010.01: Road and Railway Engineering, Delft University of Technology, Ph.D degree

4.Working experience:

Since 2010.05: State Key Lay of Silicate Materials for Architectures (Wuhan University of Technology)

5.Research field(no more than 3):

Road and Building Materials, focus on micro- and meso-scale simulation, performance evaluation, lifetime extension technique, the trinity of material, structure and mechanics.

6.Research project(no more than 5):

[1] Research on the trinity of material, structure and mesomechanics of asphalt concrete

[2] Performance and numerical simulation of asphalt overlay surfacing on steel bridge decks

[3] Ravelling mechanism and lifetime extension technique of porous asphalt concrete

[4] Development of innovative epoxy overlay materials on steel bridge decks

[5] Development of materials and structure for jointless bridge expansion joints with large movements

7.Representative papers and works(no more than 10):

[1]Liantong Mo, Xun Li, Xing Fang, M. Huurman, Shaopeng Wu. Laboratory investigation of compaction characteristics and performance of warm mix asphalt containing chemical additives, Construction and Building Materials, 37:239-247(2012).

[2]Liantong Mo, Donglin Shu, Xun Li, M. Huurman, Shaopeng Wu. Experimental investigation of bituminous plug expansion joint materials containing high content of crumb rubber powder and granules, Materials and Design, 37 :137-143(2012).

[3]L.T. Mo, X. Fang, D.P. Yan, M. Huurman, S.P. Wu. Investigation of mechanical properties of thin epoxy polymer overlay materialsupon orthotropic steel bridge decks, Construction and Building Materials 33: 41-47(2012).

[4]L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Research of Bituminous Mortar Fatigue Test Method Based on Dynamic Shear Rheometer, Journal of Testing and Evaluation, 40(1):84-90(2012).

[5]L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Bitumen–stone adhesive zone damage model for the meso-mechanical mixture design of ravelling resistant porous asphalt concrete, International Journal of Fatigue, 33 :1490-1503(2011).

[6]L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Investigation into material development and optimization of improved ravelling resistant porous asphalt concrete, Materials and Design,31 :3194-3206(2010).

[7]L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Ravelling investigation of porous asphalt concrete based on fatigue characteristics of bitumen–stone adhesion and mortar, Materials and Design, 30(1):170-179 (2009).

[8]L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. 2D and 3D meso-scale finite element models for ravelling analysis of porous asphalt concrete, Finite Elements in Analysis and Design, 44(4): 186-196 (2008).

[9]L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Finite element analysis and experimental study on tensile fatigue behavior of asphalt-stone adhesion, Fatigue and Fracture Engineering Materials and Structure, 30:823-831 (2007).

[10] L.T. Mo, M. Huurman, S.P. Wu, A.A.A. Molenaar. Investigation into stress states in porous asphalt concrete on the basis of FE-modelling, Finite Elements in Analysis and Design, 43:333-343 (2007)

8、Contact information:

1) Tel:

2) E-mail: molt@whut.edu.cn; moliantong@gmail.com

3) Location of lab: Room 517, Concrete building,State Key Lay of Silicate Materials for Architectures (Wuhan University of Technology), Wuhan 430070, China