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个人信息Personal Information
高级实验师
教师拼音名称：houchen
出生日期：1989-02-22
电子邮箱：
入职时间：2019-03-29
学历：博士研究生毕业
性别：男
联系方式：15840311616
学位：博士
毕业院校：东北大学
学科：采矿工程
- Yan BX,Zhu WC*,Zhu WC, Hou C, Yilmaz E, Saadat, M.Characterization of early age behavior of cemented paste backfill through the magnitude and frequency spectrum of ultrasonic P-wave.Construction and Building Materials,249
- Jia HW,Zhu WC*,Guan, K, Zhu WC, Liu HL, Liu XG.Modification of rock stress factor in the stability graph method: a case study at the Alhada Lead-Zinc Mine in Inner Mongolia.Bulletin of Engineering Geology and The Environment,79(6):3257-3269
- Wei J,Zhu WC*,Zhu WC, Guan K, Zhou JR, Song JJ.An Acoustic Emission Data-Driven Model to Simulate Rock Failure Process.Mechanics and Rock Engineering,53(4):1605-1621
- Liu X,Zhu WC*,Zhu W, Li L.Numerical Shear Tests on the Scale Effect of Rock Joints under CNL and CND Conditions.Advances in Civil Engineering,20201-15
- Yu Y,Li, LC*,Zhu W, Li L, et al.Multi-fracture interactions during two-phase flow of oil and water in deformable tight sandstone oil reservoirs.Journal of Rock Mechanics and Geotechnical Engineering,12(4):821-849
- Zhou GL,Xu, T*,Xu T, Zhu WC, Konietzky H, Heng Z, Yu XY.A damage-based numerical manifold approach to crack propagation in rocks.Engineering Analysis with Boundary Elements,11776-88
- Niu L,Zhu WC*,Zhu W, Li S, Liu X.Spalling of a one-dimensional viscoelastic bar induced by stress wave propagation.International Journal of Rock Mechanics and Mining Sciences,131
- Li D,Zhu WC*,Li Y, Zhu W.Analytical Modelling of Load–Displacement Performance of Cable Bolts Incorporating Cracking Propagation.Rock Mechanics and Rock Engineering,53(8):3471-3483
- Hou C,Zhu WC*,Zhu WC, Yan BX, Guan K, Du J.The effects of temperature and binder content on the behavior of frozen cemented tailings backfill at early ages.Construction and Building Materials,239
- Chen Y,Zhu WC*,Han X, Hu X, Zhu W.Statistics-assisted fracture modelling of small un-notched and large notched sandstone specimens with specimen-size/grain-size ratio from 30 to 900.Engineering Fracture Mechanics,235