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黄磊

作者: 时间:2020-05-26 点击量:


基本信息

,男,1986年生

授、博、博士后合作导师,“地大百人计划”入

QQ278908378Emailhuanglei@cug.edu.cn

地址:武市洪山区鲁磨路388中心

热忱欢工程、岩土工程及相关专业的同读硕士、博士究生,或展博士后


方向

1. 定性

2. 岩体裂隙分析土力


背景

1. 博士,地工程20146毕业,中),导师:唐

2. 士,地工程,20116毕业,中),导师:唐

3. 士,岩土工程20086毕业,中


工作经历

1. 工程(排名世界第一,据QS2019学科排名)地灾害方向,Postdoc,美Colorado School of Mines20199–20209

2. 土木工程,Research Associate,美Clemson University20159–20199


国际期刊

1. Quarterly Journal of Engineering Geology and HydrogeologySCI

2. International Journal of Geotechnical Engineering


奖励

1. 术奖特等,浙江省岩土力学与工程学会2020年,排名1/4

2. 杰出科技Rapid Excavation & Tunneling Conference 20192019年,排名1/1

3. 最佳53th U.S. Rock/Geomechanics Symposium2019年,排名1/4

4. 最佳Rock Mechanics and Rock Engineering2018年,排名2/4,通作者

5. 杰出稿人Rock Mechanics and Rock Engineering2018年,排名1/1

6. 杰出稿人Bulletin of Engineering Geology and the Environment2018年,排名1/1

7. Robert Bowen 杰出教学奖39th Annual Short Course – Grouting Fundamentals and Current Practice2018年,排名1/1

8. 稿人,International Journal of Geotechnical Engineering2017年,排名1/1

9. 最佳海报奖50th U.S. Rock/Geomechanics Symposium2016年,排名1/6

10. ,湖北省,2012年,排名1/1


期刊 (*作者)

一作/

1. Huang L, Su X, Tang H* (2020). Optimal selection of estimator for obtaining an accurate three-dimensional rock fracture orientation distribution. Engineering Geology, 270(6), 105575.

2. Huang L, Juang CH, Tang H* (2020). Assessing error in the 3D discontinuity-orientation distribution estimated by the Fouché method. Computers and Geotechnics, 119, 103293.

3. Zhang W, Huang L*, Juang CH (2020). An analytical model for estimating the force and displacement of fully grouted rock bolts. Computers and Geotechnics, 117, 103222.

4. Wen T, Tang H, Huang L*, Wang Y, Ma J (2020). Energy evolution: a new perspective on failure mechanism of purplish-red mudstones from the Three Gorges Reservoir area, China. Engineering Geology, 264, 105350.

5. Huang L, Tang H*, Wang L, Juang CH (2019). Minimum scanline-to-fracture angle and sample size required to produce a highly accurate estimate of the 3-D fracture orientation distribution. Rock Mechanics and Rock Engineering, 52(3), 803-825.

6. Hu S, Huang L*, Chen Z, Ji Z, Liu Z (2019). Effect of sampling interval and anisotropy on laser scanning accuracy in rock material surface roughness measurements. Strength of Materials, 51(4), 678-687.

7. Wen T, Huang L* (2019). Investigating mechanical properties of purplish-red siltstones and mudstones. IOP Conference Series: Materials Science and Engineering, 657(1): 012010.

8. Wang X, Huang L*, Zhang J (2019). A rheological model of sandstones considering response to thermal treatment. Advances in Civil Engineering, 2143748.

9. Shen P, Tang H, Huang L*, Wang D (2019). Experimental study of slaking properties of red-bed mudstones from the Three Gorges Reservoir area. Marine Georesources & Geotechnology, 37(8), 891-901.

10. Tang H, Zhang J, Huang L*, Yan C, Hu S, Eldin MEAM. (2018). Correction of line-sampling bias of rock discontinuity orientations using a modified Terzaghi method. Advances in Civil Engineering, 1629039.

11. Yan C, Xu X, Huang L* (2018). Identifying the impact factors of the dynamic strength of mudded intercalations during cyclic loading. Advances in Civil Engineering, 5805294.

12. Wang X, Huang L*, Yan C, Lian B (2018). HKCV rheological constitutive model of mudstone under dry and saturated conditions. Advances in Civil Engineering, 2621658.

13. Tang H, Huang L*, Juang CH, Zhang J (2017). Optimizing the Terzaghi estimator of the 3D distribution of rock fracture orientations. Rock Mechanics and Rock Engineering, 50(8), 2085-2099.

14. Huang L, Tang H*, Tan Q, Wang D, Wang L, EzEldin MAM (2016). A novel method for correcting scanline-observational bias of discontinuity orientation. Scientific Reports, 6, 22942.

15. Tang H, Huang L*, Bobet A, EzEldin MAM, Wang L, Wu Y, Hu X (2016). Identification and mitigation of error in the Terzaghi bias correction for inhomogeneous material discontinuities. Strength of Materials, 48(6), 825-833.

16. , *, 葛云峰 (2012). 适用于半迹长测线法的岩体结构面直算法. 岩石力学与工程学报, 31(1), 140-153.

17. , * (2012). 适用于半迹长测线法的岩体结构面直Priest-Zhang算法和修正算法适用性. 中南大学学报, 4, 1405-1410.

18. , *, 张龙, 葛云峰, 章广成, (2011). 适用于半迹长测线法的岩体结构面迹长与径关系新模型及新算法. 岩石力学与工程学报, 30(4), 733-745.


非一作/非通

1. Wang DJ, Tang H*, Shen P, Su X, Huang L (2019). Co-effects of bedding planes and parallel flaws on fracture evolution in anisotropic rocks. Engineering Geology, 105382.

2. Miao FS, Wu YP*, Xie YH, Li LW, Li J, Huang L (2019). Influence of permeation effect on the microfabric of the slip zone soils: A case study from the Huangtupo landslide. Journal of Mountain Science, 16(6), 1231-1243.

3. Pan XH, Li Y, Yu Y*, Huang L (2019). A theoretical strain relationship for identifying the failure of laboratory-scale rocks under triaxial compression. Geomechanics and Geoengineering, 1-17.

4. Tan Q, Tang H*, Huang L, Li C, Kou T (2018). LSP methodology for determining the optimal stabilizing pile location for step-shaped soil sliding. Engineering Geology, 232, 56-67.

5. Yu Y, Liu X*, Wang E, Fang K, Huang L (2018). Dam safety evaluation based on multiple linear regression and numerical simulation. Rock Mechanics and Rock Engineering, 51(8), 2451-2467.

6. Zhang S*, Xiahou Y, Tang H, Huang L, Liu X, Wu Q (2018). Study on the spatially variable saturated hydraulic conductivity and deformation behavior of accumulation reservoir landslide based on surface nuclear magnetic resonance survey. Advances in Civil Engineering, 7290640.

7. Hu S, Chen Z, Liu Z*, Wan C, Huang L (2018). Accuracy and reliability evaluation of 3D-LS for the discontinuity orientation identification with different registration/georeferencing modes. Marine Georesources & Geotechnology, 1-9.

8. Wang D, Tang H*, Zhang Y, Li C, Huang L (2017). An improved approach for evaluating the time-dependent stability of colluvial landslides during intense rainfall. Environmental Earth Sciences, 76(8), 321.

9. Liu X*, Ni W, Huang L, Liu Q, Ma J (2017). Reliability Analysis of Tailings Dams: A Case Study in Jiangxi Province, China. Geo-Risk 2017, 178-187.

10. Wang X, Hu B*, Tang H, Hu X, Wang J, Huang L (2016). A constitutive model of granite shear creep under moisture. Journal of Earth Science, 27(4), 677-685.

11. 程昊, *, , , 吴琼, 王亮, (2013). 基于半迹长测线法的岩体结构面全迹长概率分布及平均迹新算法. 岩石力学与工程学报, 32(z2), 3073-3082.

12. , 胡新*, , , 卫达, 刘晓 (2012). 结构面三维网络拟计RQD及精度. 岩石力学与工程学报, 4, 822-833.

13. 葛云峰, *, , 王亮, , 范怡 (2012). 岩体结构面三粗糙度系表征新方法. 岩石力学与工程学报, 31(12), 2508-2517.

14. Tang H, Ge Y*, Wang L, Yuan Y, Huang L, Sun M (2012). Study on estimation method of rock mass discontinuity shear strength based on three-dimensional laser scanning and image technique. Journal of Earth Science, 23(6), 908-913.

15. 雍睿, *, 胡新, , (2012). 结构面抗剪强度参数线合方法适用性. 岩土力, 33(S2), 118-124.

16. 张龙, *, 熊承仁, , (2012). 尾山高速程滑坡运动过PFC3D. 岩石力学与工程学报, 31(1), 2601-2611.

17. 葛云峰, *, 刘晓, , 卫达, (2011). 岩体结构面直剪实验的剪切面积误差分析. 国矿业学学报, 40(4), 549-555.

18. Ge Y, Tang H*, Huang L (2011). New evaluation for seismic settlement in soft clay based on analytic hierarchy process and clustering. In ICPTT 2011: Sustainable Solutions for Water, Sewer, Gas, and Oil Pipelines, 458-468.


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3. ,唐,夏丁,何成。一滑坡模型多物理场时监测利,201911063123.9实质审查,申2019-10-31

4. ,唐明,雪雪,夏丁实现高精度产状分布估的最小角和最小本容量算法利,201911056580.5实质审查,申2019-10-31

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6. ,唐刘晓。一种结构产状3D统计分布估精度的经验预测方法利,201911014893.4实质审查,申2019-10-24

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13. 成,唐明,雪雪。一调节滑坡角度的滑坡模型模装置,利,201810094016.1实质审查,申2018-01-31

14. 刘晓,唐明,张伟丽汪丁建。一种测坡土体位移的装置利,201810059737.9实质审查,申2018-01-22

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17. 刘晓,唐明,,宁奕冰。一种边坡地下水孔自排水系利,201711376519.X实质审查,申2017-12-19

18. 抒,唐,苗盛,何成。一种边坡防结构及其施工方法,201711310041.0实质审查,申2017-12-11

19. ,唐明,申培武,詹威威。一自保能的山体滑坡装置,利,201711241072.5实质审查,申2017-11-30

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21. ,唐明,葛云峰延志 质罗盘利,201110054119.3,授,授2013-02-13

22. 刘晓,唐明,松林,抒,。基于支持向量机的坡可靠性参数获取方法及装置,利,201710237941.0,授,授2019-03-26

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24. 刘晓,唐明,林,抒,王。基于模糊分坡可靠性参数获取方法及装置,利,201710238077.6,授,授2019-04-02

25. ,唐明,,宁奕冰,姚。一滑坡深部大位移自适应监测和方法,201710256988.1,授,授2018-08-10

26. ,唐明,葛云峰,温韬,李合,汪丁健,萌,林成维状态变监测方法监测利,201610936136.2,授,授2017-10-13

27. 明,雍睿,程昊,,倪卫达。便携式现场内两用岩体结构直剪试验仪利,201110227261.3,授,授2013-09-11

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29. 明,,李冬,胡新,程昊。一嵌入式滑坡深部大监测装置及方法,201810517713.3,授,授2019-08-20


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