Faculty Profile

（1）Research on Disintegration and Expansion and Shrinkage Characteristics of Swelling Rock Subgrade (Road Cutting) of Ballastless Track at Speeds Above 400km/h. Scienrce & Technology Department of Sichuan Province, 2021~2023.

（2）Research on the Mechanism of Frost Heave and Deformation Characteristics of Subgrade Soil, a New Type of Pile-Slab Structure System of High-speed Railway in Seasonal Frozen Area. National Natural Science Foundation of China (General Program), 2019~2022.

（3）Research on the Dynamic Evolution of Long-term Stability of High and Steep Slope in the Strong Earthquake Area of Sichuan-Tibet Railway and New Type of Retaining Structure Technology. China Railway First Survey And Design Institute Group Co., Ltd., 2019~2022.

（4）Research on Intelligent Monitoring System of Railway Subgrade in Wuyi Relocation Section of Jinwen Freight Line Electrification Project. CREEC East China Survey and Design Co., Ltd., 2021~2023

（5）Research on Key Technologies of Monitoring and Evaluation of Retaining Structure of High and Steep Slope in High Seismic Area. Scienrce & Technology Department of Sichuan Province, 2018~2019.

（6）Research on Long-term Stability and Monitoring and Evaluation Technology of High and Steep Cut Slope. China Railway 18th Bureau Group Co., Ltd., 2019~2021

(1)    Zhang C, Lijun S U, Weizhi C, Jiang G. Full-scale performance testing of bored piles with retaining walls in high cutting slope. Transportation Geotechnics, 2021, 29: 100563.

(2)    Xu P, Hatami K, Jiang G. Shaking table performance of reinforced soil retaining walls with different facing configurations. Geotextiles and Geomembranes,2021,49(3), 516-527.

(3)    Xu P, Hatami K, Jiang G. Shaking table study on the influence of ground motion frequency on the performance of MSE walls. Soil Dynamics and Earthquake Engineering, 2021, 142: 106585.

(4)    Zhang C, Jiang G, Lei D, et al. Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study. Bulletin of Engineering Geology and the Environment, 2021, 80(2): 1303-1316.

(5)    Xu P, Jiang G. Investigation of the Influence of Foundation Deformability on Reinforced Soil Retaining Walls Using Centrifuge Model Tests. Soil Mechanics and Foundation Engineering, 2020, 57(2): 155-161.

(6)    Wu L, Jiang G, Liu X. Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment. Geotechnical and Geological Engineering, 2020, 38(6): 6069-6082.

(7)    Zou Z, Lei D, Jiang G, et al. Experimental Study of Bridge Foundation Reinforced with Front and back rows of anti-slide piles on gravel soil slope under El Centro waves[J]. Applied Sciences, 2020, 10(9): 3108.

(8)    Zhang C, Jiang G. Full-scale model testing of the dynamic response of lime-stabilized weathered red mudstone subgrade under railway excitation. Soil Dynamics and Earthquake Engineering, 2020, 130: 105999.

(9)    Xu P, Hatami K, Jiang G. Seismic rotational stability analysis of reinforced soil retaining walls. Computers and Geotechnics, 2020, 118: 103297.

(10)    Xu P, Hatami K, Jiang G. Study on seismic stability and performance of reinforced soil walls using shaking table tests. Geotextiles and Geomembranes, 2020, 48(1): 82-97.

(11)     Chen W Z, Jiang G L, Liu Y, et al. Shaking table test on slope subgrades reinforced by bored piles of Sichuan—Tibet railway. Journal of Rock Mechanics and Engineering, 2020, 39(12): 2540-2556.

(12)    Zhang C, Jiang G, Su L, et al. Large-scale shaking table model test on seismic performance of bridge-pile-foundation slope with anti-sliding piles: a case study. Bulletin of Engineering Geology and the Environment, 2020, 79(3): 1429-1447.

(13)    Fu Z, Jiang G, Yuan S, et al. Lateral behavior of piled bridge foundation and stabilizing piles on steep slope. KSCE Journal of Civil Engineering, 2019, 23(10): 4223-4236.

(14)     Wu L, Jiang G, Ju N. Behavior and numerical evaluation of cement-fly ash-gravel pile-supported embankments over completely decomposed granite soils. International Journal of Geomechanics, 2019, 19(6): 04019048.

(15)     Xu P, Jiang G L, Lei T, et al. Calculation of seismic displacement of reinforced soil retaining walls considering backfill strength. Rock and Soil Mechanics, 2019,40(5).

(16)    Zhang C, Jiang G, Buzzi O, et al. Full-scale model testing on the dynamic behaviour of weathered red mudstone subgrade under railway cyclic loading. Soils and Foundations, 2019, 59(2): 296-315.

(17)     Xu P, Jiang G L, Ren S J, et al. Experimental study of dynamic response of subgrade with red mudstone and improved red mudstone. Rock and Soil Mechanics, 2019, 40(2):678-683 and 692.

(18)    Chen W, Anhong L I, Jiang G, et al. Study on resisting upheaval of long-short micropiles of expansive soils under railway subgrade. Chinese Journal of Rock Mechanics and Engineering, 2019.

(19)    Lei D, Jiang G L, Sun S J, et al. Study of bridge foundation on slope reinforced by anti-slide piles on shaking table. Rock and Soil Mechanics, 2019, 40(1):127-134 and 146.

(20)    Xu P, Jiang G. Calculation of Natural Frequencies of Retaining Walls Using the Transfer Matrix Method. Advances in Civil Engineering, 2019.

(21)    XU P, Tian H, Jiang G, et al. Comparison of Seismic Design Codes between China and the United States for Reinforced Soil Retaining Walls. Earthquake Research in China, 2019, 1.

(22)    Zhang C, Zhu Q, Li C, Jiang G. Experimental Study on Undrained Shear Strength of Medium-compressibility Silty Clay, 2019.

(23)    Zhang S, Jiang G, Liao Y, et al. Effect of the strengthening area and the slope rate on bearing and deforming behaviors of CFG pile-geogrid composite foundations. Chinese Journal of Rock Mechanics and Engineering, 2019.

(24)    Jiang G, Chen W, Liu X, et al. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads. Soils and Foundations, 2018, 58(6): 1538-1552.

(25)    Peng XU, Jiang G L, Yao-Fang H U, et al. Calculation of fundamental frequencies of reinforced retaining walls with full-height rigid facing. Rock and Soil Mechanics, 2018.

(26)    Xu P, Jiang G L, Wang N, et al. Centrifugal model test on influence of relative compactness on reinforced soil retaining walls. Rock and Soil Mechanics, 2018, 39(11):4010-4016.

(27)    Xu P, Jiang G L, Qiu J J, et al. Limit analysis on yield acceleration and failure model of reinforced soil retaining walls using two-wedge method. Rock and Soil Mechanics, 2018, 39(8):2765-2770.

(28)    Zhang C, Jiang G, Su L, et al. Dynamic behaviour of weathered red mudstone in Sichuan (China) under triaxial cyclic loading. Journal of Mountain Science, 2018, 15(8): 1789-1806.

(29)    Zhang C, Jiang G, Su L, et al. Effect of dry density on the liquefaction behaviour of Quaternary silt. Journal of Mountain Science, 2018, 15(7): 1597-1614.

(30)    Zhang Chong-lei, JIANG Guan-lu, Liu Xian-Feng, Su Li-jun. (2018). Centrifuge Modelling and Analysis of Ground Reaction of High-speed Railway Embankments over Medium Compressibility Ground. KSCE JOURNAL OF CIVIL ENGINEERING 22, No12, 4826-4840.

(31)    Wu L, Jiang G, Liu X, et al. Performance of geogrid-reinforced pile-supported embankments over decomposed granite soil. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2018, 171(1): 37-51.

(32)    Yan F, Guan-lu J, Wei-zhi C, et al. Settlement Characteristics of Expansive Soil Foundation Under Non-low Embankment of Mile. China Journal of Highway and Transport, 2018, 31(5): 17.

(33)    D. Xiao, G.L., JIANG, D. Liao, Y.F. Hu, X.F. Liu. (2018). Influence of cement-fly ash-gravel pile-supported approach embankment on abutment piles in soft ground. Journal of Rock Mechanics and Geotechnical Engineering 10, No 5, 977 ~ 985.

(34)    Fu Z, Jiang G, Liu Q, et al. Experiment and numerical simulation on interaction between piled bridge foundation and stabilizing piles in the slope with intercalated layer.Chinese Journal of Rock Mechanics and Engineering, 2018, 37(9):2152-2161.

(35)    Fu Z, Jiang G, Wang Z, et al. Experimental Study of Displacement Fields of The Slope with Piled Bridge Foundation,2018.

(36)    Zhang C, Jiang G, Su L, et al. Effect of cement on the stabilization of loess. Journal of Mountain Science, 2017, 14(11): 2325-2336.

(37)    Xiao D, Jiang G, Lin Z, et al. Analysis on working properties of abutment piles considering foundation reinforcement of approach embankment. Journal of Central South University of Technology, 2017, 48: 820-829.

(38)     Lei D, Jiang G, Liu W, et al. Shaking table test on slope foundation of bridge reinforced with two rows of anti-slide piles. Chinese Journal of Rock Mechanics & Engineering, 2017.

(39)    Da L, Zhihui Q, Guanlu J, et al. Shaking Table Test Study on Dynamic Characteristics of Bridge Foundation Reinforcement on Slopes. Earthquake Research in China, 2017, 31(3): 403-413.

(40)     Zhang C, Jiang G, Liu X, et al. Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: Field data and analytical solution. Computers and Geotechnics, 2016, 77: 11-25.

(41)    Xiao D, Jiang G, Gao F. 3-D numerical simulation of influence of twin pile group loadings on neighboring railway subgrade.2016 4th International Conference on Machinery, Materials and Information Technology Applications. Atlantis Press, 2017: 1141-1145.

(42)    Chonglei Zhang, Guanlu JIANG, Xianfeng Liu and Zhimeng Wang. (2015). Deformation performance of cement-fly ash-gravel pile-supported embankments over silty clay of medium compressibility: a case study. Arabian Journal of Geosciences 8, No7, 4495 ~ 4507.

(43)    ZHAN Yong-xiang, YAO Hai-lin, JIANG Guan-lu. (2013). Design method of pile-slab structure roadbed of ballastless track on soil subgrade. Journal of Central South Univrsity 20,  No7, 2072~2082.

(44)    JIANG Guanlu, LIU Xianfeng, ZHANG Jianwen, ZHAO Ruyi. (2007). Shaking table test of composite foundation reinforcement of saturated silty soil for high speed railway. Higher Education Press and Springer-Verlag 2007. Front. Archit. Civ. Eng. China, 1(3): 353-360．

(45)    K., WATANABE, M., TATEYAMA, G.L., JIANG, T.N., LOHANI and F., TATSUOKA. (2003). Strength and Deformation Characteristics of Cement-mixed Gravel Evaluated by Large-scale Triaxial Tests. Proc. of 3rd Int. Symposium on Prefailure Deformation Characteristics of Geomaterials, IS Lyon’ 03, Balkema, Vol. I, 683-693.

(46)     G.L., JIANG, Y., Kohata, F., Tatsuoka. (1999). Small deformation characteristics at low pressure of dense gravel. Proc. of Second Int. Symposium on Prefailure Deformation Characteristics of Geomaterials, IS Torino’99, Balkema,1999, Vol. I, 291-298.

(47)    F., Tatsuoka, G., Modoni, G.L., JIANG, et al. (1999). Stress-strain behavior at small strains of unbound granular materials and its laboratory tests. Proceedings of an International Workshop on MODELLING AND ADVANCED TESTING FOR UNBOUND GRANULAR MATERILAS, Lisboa, Portugal. Balkema, 1999:17-61.

(48)    G.L., JIANG, F., TATSUOKA, A., FLORA and J., KOSEKI. (1997). Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel. Geotechnique 47, No. 3, 509 ~ 521.

(49)    Y., KOHATA, F., TATSUOKA, L., WANG, G.L., JIANG, E. HOQUE and T., KOTAKA. (1997) Modeling the non-linear deformation properties of stiff geomaterials.  Geotechnique 47, No. 3, 563 ~ 580.

（1）Soil dynamics, roadbed and foundation dynamics theory.

（2）Roadbed design theory, roadbed and bridge foundation settlement control technology.

（3）High and steep slopes, geotechnical structures, seismic mitigation/seismic reinforcement technology.

（4）High-speed railway special soil (expansive soil, loess, frozen soil, liquefied soil) roadbed engineering treatment technology.

（5）High-speed railway disaster prevention technology.