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成果及论文

期刊论文:

 

  1. Deng, J., Zhang, J., Qi, Z., Zheng, J.*, and Zheng, Y.* (2023). Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments on yielding foundation. Geotextiles and Geomembranes. (In review)

  2. Xu, H., Zhao, F., Hu, Y., and Zheng, Y.* (2023). Cumulative deformation behavior of improved coarse-grained red mudstone soil under cyclic loading. Construction and Building Materials. (In review)

  3. Wu, Q., Zhao, F., Xia, W., Zheng, J., and Zheng, Y.* (2023). Combined effects of initial static shear and continuous principal stress rotation on the liquefaction behavior of granular materials. Computers and Geotechnics. (In review)

  4. Xu, C., Liu, Y., Zheng, Y., and Zheng, J.* (2023). Numerical modeling of pile-supported low embankments under cyclic traffic loading considering the effect of pavement crack. International Journal of Geomechanics. (In review)

  5. Qiu, Z., Prabhakaran, A., Lu, J., Elgamal, A., and Zheng, Y.* (2023). Sustainability and resilience assessment of a reinforced concrete bridge subjected to liquefaction-induced lateral spreading. Journal of Geotechnical and Geoenvironmental Engineering. (In review)

  6. Wu, Q., Huang, L., Zhao, F., Qiu, Z, and Zheng, Y.* (2023). Liquefaction behavior of inherently anisotropic sand under cyclic simple shear: Insights from three-dimensional DEM simulations. Soil Dynamics and Earthquake Engineering. (In review)

  7. Ji, M., Wang, J., Zheng, J., and Zheng, Y.* (2023). Contribution of geosynthetic on the shear strength of geosynthetic encased stone columns. Geosynthetics International. (Accepted)

  8. Jia, Y., Zhang, J.*, Chen, X., Miao, C., and Zheng, Y.* (2023). DEM study on shear behavior of geogrid-soil interfaces subjected to shear in different directions. Computers and Geotechnics(Accepted)

  9. Zheng, Y., Li, F., Guo, W., Wang, P., and Yang, G.* (2023). Influence of facing conditions on the dynamic response of back-to-back MSE walls. Soil Dynamics and Earthquake Engineering. https://doi.org/10.1016/j.soildyn.2022.107650

  10. Zheng, Y., Li, F., Niu, X., and Yang, G.* (2023). Numerical investigation of the interaction of back-to-back mechanically stabilized earth walls. Geosynthetics International.  https://doi.org/10.1680/jgein.21.00087

  11. 王嘉鑫, 纪明昌, 郑俊杰, 郑烨炜* (2022). 软土地基中包裹碎石桩地震动力响应数值模拟研究. 土木与环境工程学报 (中英文).

  12. 郑俊杰*, 邓嘉隆, 漆子文, 郑烨炜 (2022). 地基土类型对加筋土桥台承载性能影响的试验研究. 华中科技大学学报 (自然科学版). https://doi.org/10.13245/j.hust.238765

  13. Zhao, F., and Zheng, Y.* (2022). Shear strength behavior of fiber reinforced soil: Experimental investigation and prediction model. International Journal of Geomechanics.  https://doi.org/10.1061/(ASCE)GM.1943-5622.0002502

  14. Zhang, J., Jia, Y., Guo, W., Zhao, J., Ling, J., and Zheng, Y.* (2022). Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments with different facing conditions. Geotextiles and Geomembranes, 50, 632-643. https://doi.org/10.1016/j.geotexmem.2022.03.004

  15. Zhang, J., Guo, W., Ji, M., Zhao, J., Xu, C., and Zheng, Y.* (2022). Field monitoring of vertical stress distribution in GRS-IBS with full-height rigid facings. Geosynthetics International. https://doi.org/10.1680/jgein.21.00063

  16. Zheng, Y*, Guo, W., Fox, P. J., and McCartney, J. S. (2022). 2D and 3D numerical simulations of static response of a geosynthetic reinforced soil bridge abutment. Geosynthetics International. https://doi.org/10.1680/jgein.21.00044

  17. Zhang, J., Ji, M.*, Jia, Y., Miao, C., Wang, C., Zhao, Z., and Zheng, Y. (2021). Anisotropic shear strength behavior of soil–geogrid interfaces. Applied Science, Advances in Geosynthetics, 11(23), 11387. https://doi.org/10.3390/app112311387

  18. Zhang, J., Jia, Y.*, Zheng, Y., and Miao, C. (2021). DEM Simulation of the load transfer mechanism of a GRPS embankment with a fixed geogrid technique. Applied Science, Advances in Geosynthetics, 11(19), 8814. https://doi.org/10.3390/app11198814

  19. Zheng, Y.*, McCartney, J. S., Shing, P. B., and Fox, P. J. (2019). “Physical model tests of half-scale geosynthetic reinforced soil bridge abutments. II: Dynamic loading.” Journal of Geotechnical and Geoenvironmental Engineering, 145(11). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002158

  20. Zheng, Y.*, Fox, P. J., Shing, P. B., and McCartney, J. S. (2019). “Physical model tests of half-scale geosynthetic reinforced soil bridge abutments. I: Static loading.” Journal of Geotechnical and Geoenvironmental Engineering, 145(11). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002152

  21. Zheng, Y.*, McCartney, J. S., Shing, P. B., and Fox, P. J. (2018). “Transverse shaking table test of a half-scale geosynthetic reinforced soil bridge abutment.” Geosynthetics International, 25(6), 582-598. (Editor’s Choice Paper Award for 2018). https://doi.org/10.1680/jgein.18.00019

  22. Zheng, Y.*, Fox, P. J., and McCartney, J. S. (2018). “Numerical study on maximum reinforcement tensile forces in geosynthetic reinforced soil bridge abutments.” Geotextiles and Geomembranes, 46(5), 634-645. https://doi.org/10.1016/j.geotexmem.2018.04.007

  23. Zheng, Y.*, Fox, P. J., and McCartney, J. S. (2018). “Numerical simulation of the deformation response of geosynthetic reinforced soil mini-piers.” Geosynthetics International, 25(3), 271-286. https://doi.org/10.1680/jgein.18.00007

  24. Zheng, Y.*, Fox, P. J., and McCartney, J. S. (2018). “Numerical simulation of deformation and failure behavior of geosynthetic reinforced soil bridge abutments.” Journal of Geotechnical and Geoenvironmental Engineering, 144(7), 04018037. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001893

  25. Zheng, Y., Sander, A. C., Rong, W., Fox, P. J., Shing, P. B., and McCartney, J. S.* (2018). “Shaking table test of a half-scale geosynthetic-reinforced soil bridge abutment.” Geotechnical Testing Journal, 41(1), 171-192. https://doi.org/10.1520/GTJ20160268

  26. Trautner, C. A.*, Zheng, Y., McCartney, J. S., and Hutchinson, T. C. (2017). “An approach for shake table performance evaluation during repair and retrofit actions.” Earthquake Engineering and Structural Dynamics, 47(1), 131-146. https://doi.org/10.1002/eqe.2942

  27. Zheng, Y., Hatami, K.*, and Miller, G. A.  (2017). “Influence of compaction moisture content on wetting-induced settlement of embankments.International Journal of Geosynthetics and Ground Engineering, 3(7). https://doi.org/10.1007/s40891-017-0085-7

  28. Zheng, Y.*, and Fox, P. J. (2017). “Numerical investigation of the geosynthetic reinforced soil-integrated bridge system under static loading.” Journal of Geotechnical and Geoenvironmental Engineering, 143(6), 04017008. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001665

  29. Zheng, Y., Hatami, K.*, and Miller, G. A. (2017). “Numerical simulation of wetting-induced settlement of embankments.” Journal of Performance of Constructed Facilities, 33(1), D4017001. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000993

  30. Zheng, Y.*, and Fox, P. J. (2016). Closure to “Numerical investigation of geosynthetic-reinforced soil bridge abutments under static loading.” By Yewei Zheng, and Patrick J. Fox. Journal of Geotechnical and Geoenvironmental Engineering, 143(4), 07016032. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001623

  31. Zheng, Y.*, and Fox, P. J. (2016). “Numerical investigation of geosynthetic-reinforced soil bridge abutments under static loading.” Journal of Geotechnical and Geoenvironmental Engineering, 142(5), 04016004. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001452


会议论文:

  1. Li, F., Guo, W., and Zheng, Y.* (2023) “Interaction analysis of the static behavior of back-to-back MSE walls.” 12th International Conference on Geosynthetics, Rome, Italy. (In review)

  2. Ji, M., Wang, J., and Zheng, Y.* (2023) “Numerical study of the shear strength behavior of geosynthetic encased stone column under direct shear loading.” 12th International Conference on Geosynthetics, Rome, Italy. (In review)

  3. Jiang, Y., Guo, W., Fox, P.J., McCartney, J.S., and Zheng, Y.* (2023). Numerical study of the influence of foundation soil on the deformation behavior of geosynthetic reinforced soil-integrated bridge system under service load conditions, GeoCongress 2023, LA, CA, USA. (Accepted)

  4. Zheng, Y.*Wang, J., and Ji, M. (2023). Numerical study of the dynamic response of stone column and geosynthetic encased stone column in soft clay, GeoCongress 2023, LA, CA, USA. (Accepted)

  5. Jiang, X., Wu, Y., Wang, L., Zhang, R., Li, T., Wang, M., and Zheng, Y.* (2022). Experimental study of shear strength behavior of geofoam-sand interfaces, 2022 GeoAsia7, Taipei, Taiwan, China.

  6. Zheng, Y.*, Guo, W., Fox, P.J., and McCartney, J.S. (2022). 3D numerical modeling of deformation behavior of geosynthetic reinforced soil bridge abutments, 2022 GeoAsia7, Taipei, Taiwan, China.

  7. Zheng, Y.*, Fox, P. J., and McCartney, J. S. (2021). “2D numerical simulation of deformation behavior of geosynthetic reinforced soil bridge abutments subjected to longitudinal shaking.” International Conference on Transportation Geotechnics 2020, Chicago, IL, USA.

  8. Zheng, Y., Mun, W., Lu, H., and McCartney, J. S.* (2020). “Consideration of rate effect on pullout behavior for geogrid reinforced soil structures under dynamic loading.” GeoAmericas 2020, Rio De Janeiro, Brazil.

  9. Zheng, Y.*, Fox, P. J., and McCartney, J. S. (2019). “Validation of a 3D numerical model for static analysis of geosynthetic reinforced soil bridge abutments.” Geosynthetics 2019, Houston, TX, USA. 

  10. Zheng, Y., McCartney, J. S.*, Shing, P. B., and Fox, P. J. (2018) “Dynamic reinforcement strains of a geosynthetic reinforced soil bridge abutment under earthquake loading.” 11th International Conference on Geosynthetics, Seoul, Korea. 

  11. Zheng, Y.*, McCartney, J. S., Fox, P. J., and Shing, P. B. (2018). “Acceleration response of a geosynthetic reinforced soil bridge abutment under dynamic loading.” Geotechnical Earthquake Engineering and Soil Dynamics V 2018, Austin, TX, USA, 1-9.

  12. Rong, W.*, Zheng, Y., McCartney, J. S., and Fox, P. J. (2018). “Seismic-induced transverse deformation of a geosynthetic reinforced soil bridge abutment subjected to longitudinal shaking.” International Foundations Congress & Equipment Exposition 2018, Orlando, FL, USA, 147-157.

  13. Zheng, Y., Sander, A. C., Rong, W., McCartney, J. S.*, Fox, P. J., and Shing, P. B. (2017). “Experimental design for half-scale shaking table test of a geosynthetic-reinforced soil bridge abutment.” Geotechnical Frontiers 2017, Orlando, FL, USA, 54-63.

  14. Rong, W., Zheng, Y., McCartney, J. S.*, and Fox, P. J. (2017). “3D deformation behavior of geosynthetic reinforced soil bridge abutments.” Geotechnical Frontiers 2017, Orlando, FL, USA, 44-53.

  15. Zheng, Y.*, Fox, P. J., and McCartney, J. S. (2017). “Numerical study of compaction effect on the static behavior of geosynthetic reinforced soil-integrated bridge system.” Geotechnical Frontiers 2017, Orlando, FL, USA, 33-43.

  16. Zheng, Y.*, and Fox, P. J. (2016). “Effects of reinforcement parameters on performance of geosynthetic-reinforced soil bridge abutments under static loading.” GeoAmericas 2016, 3rd Pan-American Conference on Geosynthetics, Miami Beach, FL, USA, 900-910.

  17. Zheng, Y.*, Fox, P. J., and Shing, P. B. (2015). “Numerical study of deformation behavior for a geosynthetic-reinforced soil bridge abutment under static loading.” IFCEE 2015, International Foundations Congress & Equipment Exposition 2015, San Antonio, TX, USA, 1503-1512.

  18. Zheng, Y.*, Fox, P. J., and Shing, P. B. (2015). “Verification of numerical model for static analysis of geosynthetic-reinforced soil bridge abutments.” Geosynthetics 2015, Portland, OR, USA, 152-160.

  19. Zheng, Y.*, Fox, P. J., and Shing, P. B. (2014). “Numerical simulations for response of MSE wall-supported bridge abutment to vertical load.” GeoShanghai 2014, International Conference on Geotechnical Engineering 2014, Shanghai, China, 493-502.

  20. Zheng, Y., Hatami, K.*, and Miller, G. A. (2013). “Numerical modeling of wetting-induced settlement of embankments.Geo-Congress 2013, Stability and Performance of Slopes and Embankments III, San Diego, CA, 333-342.

 

发明专利:

  1. 郑烨炜纪明昌汪美慧, 郭文灏. 一种软土地区加筋碎石桩支撑EPS轻型路堤结构及其施工方法,ZL202110116353.8

  2. 郑烨炜郭文灏, 张军, 李福秀. 一种筋材紧密布置的双级加筋土桥台及其施工方法,ZL202011216358.X

  3. 郑烨炜郭文灏. 一种抗震墙面加筋土桥台及其施工方法,ZL202011215549.4

 

技术标准:

  1. 《公路加筋土桥台设计与施工技术规程》,工程建设标准化协会公路分会(编制中)

  2. 《公路膨胀土边坡玻璃钢螺旋锚加固技术规程》,工程建设标准化协会公路分会(编制中)

  3. 《土工合成材料各向异性试验规程》,工程建设标准化协会公路分会(编制中)