Faculty - HUANG Bo
HUANG Bo
Professor
Institute of Geotechnical Engineering
88208784
Research Interest
Laboratory soil testing
Centrifuge modeling
Primary Teaching Area
Geosynthetics Recycled materials (Ph.D., Masters)
Foundation Engineering (Undergraduate)
Education
Professional Employment
Selected Publication
1. Huang B, Ding H, Chen Y M. Simulation of high-speed train load by dynamic triaxial tests. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 195-202. (in Chinese)
2. Huang B, Hu J Q, Shi M X, et al. Comparison of dnamic properties of saturated sand under unidirectional and two-directional cyclic triaxial tests conditions. Northwestern seismological journal, 2011, 33(B08): 137-142. (in Chinese)
3. Xu X M, Ling D S, Huang B, et al.Determination of shear wave velocity in granular materials by shear vibration within discrete element simulation. Chinese Journal of Geotechnical Engineering, 2011, 33(9): 1462-1468. (in Chinese)
4. Huang B, Shi H D, Ling D S, et al. Comparisons of static and dynamic behaviors between two silty clays by test. Rock and Soil Mechanics, 2012, 33(3): 666-673. (in Chinese)
5. Huang B, Wang Q J, Ling D S, et al. Effects of back pressure on shear strength of saturated sand in triaxial tests. . Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1313-1319. (in Chinese)
6. Zhang Q F, Lou H X, Huang B, et al. Development of a Test Apparatus to Simulate Electrokinetic Remedy. Research and Exploration in Laboratory. 2012, 31(8): 223-227. (in Chinese)
7. Huang B, Li L, Ling D S, et al. Influence Of Additional Attenuation Of Small Strain Shear Modulus Gmax On Site Seismic Response. 15WCEE，2012, Lisboa
8. Huang B, Liu J W, Ling D S, et al. Experiment Research of Seismic Failure Model on Soft-Hard Alternant Strata Rock Slope. 15WCEE，2012, Lisboa
9. Huang B, Hu J Q, Liao X B, et al. Experimental studies of static earth pressure coefficient of undisturbed saturated clay. Chinese Journal of Rock Mechanics and Engineering, 2013, 32（supp.2), 4056-4064 (in Chinese)
10. Huang B, Ling D S, Ding H, et al. Seismic stress path induced by obliquely incident waves and its simulation. Chinese Journal of Geotechnical Engineering,, 2013, 35(2): 276-283. (in Chinese)
11. Huang B, Chen X Y, Wang Q J, et al. A New Parameter to Evaluate Liquefaction Resistance of Saturated Sand under Complex Dynamic Stress Paths[J]. Applied Mechanics and Materials, ICCAHE , 2013, 405: 378-385.
12. Liu J W, Huang B, Deng H, et al. Shaking table tests and throwing phenomenon of deposit slopes under earthquakes. Chinese Journal of Geotechnical Engineering, 2014, 36(2): 307-311. (in Chinese)
13. Huang B, Li L, Liang T, et al. Numerical simulation for site seismic response of centrifuge model test considering effect of additional attenuation of Gmax. Rock and Soil Mechanics, 2014, 35(7):2057-2063. (in Chinese)
14. Huang B, Li L, Ling D S, et al. Modes of additional attenuation of Gmax and its influence on seismicsite response. Journal of Zhejiang Universtiy (Engineering Science), 2014, 48(7)：1170-1178. (in Chinese)
15. Huang B, Liu J, Lin P, et al. Uplifting Behavior of Shallow Buried Pipe in Liquefiable Soil by Dynamic Centrifuge Test. The Scientific World Journal, 2014. DOI: 10.1155/2014/ 838546
16. Chen Y P, Huang B. Feasibility experimental study on simulating dynamic characteristics of natural soft clay by filling cement. Building Structure, 2015, 45(1):87-90. (in Chinese)
17. Li N, Huang B, Ling D S, et al. Experimental research on behaviors of saturated loose sand subjected to oblique ellipse stress path. Rock and Soil Mechanics, 2015, 36(1): 156-162. (in Chinese)
18. Bo Huang, Zhujin Jiang, Peng Lin, and Daosheng Ling, “Research on Impact Process of Lander Footpad against Simulant Lunar Soils,” Shock and Vibration, vol. 2015, Article ID 658386, 24 pages, 2015. doi:10.1155/2015/658386
