[1] Xu J, Dai G*, Gong W, et al. A review of research on the shaft resistance of rock-socketed piles. Acta Geotechnica, 2021, 16(3): 653-677. (SCI检索,Q1, IF = 5.856) [2] Xu J, Haque A, Gong W*, et al. Experimental study on the bearing mechanisms of rock-socketed piles in soft rock based on micro X-ray CT analysis. Rock Mechanics and Rock Engineering, 2020, 53(8): 3395-3416. (SCI检索, Q1, IF = 6.730) [3] Xu J, Dai G*, Zhu D, et al. The elasto-plastic analysis of normal stress increment and stress paths for the bore wall of rock-socketed pile. Arabian Journal of Geosciences, 2021, 14(15): 1-14. (SCI检索) [4] Xu J, Gong W*, Gamage R P, et al. A new method for predicting the ultimate shaft resistance of rock-socketed drilled shafts. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2020, 173(2): 169-186. (SCI检索) [5] Xu J*, Dai G, Gong W. Elastoplastic analysis of normal stiffness of bore wall of the rock-socketed pile based on Hoek-Brown failure criterion and cavity expansion theory. Japanese Geotechnical Society Special Publication, 2020, 8(7): 239-244. (国际会议论文) [6] Zhu W, Dai G, Xu J, et al. Analysis of horizontal cyclic bearing capacity of pile based on cyclic strain wedge finite element strip method. Applied Ocean Research,2022,129 103398. (SCI检索) [7] Jiang K, Xu J*, Gong W, et al. Effects of inclined bedrock on dissimilar pile composite foundation under vertical loading. Geomechanics and Engineering, 2022,31( 477 488. (SCI检索) [8] Liu W, Xu J*, Wang Z, et al. Experimental research on damage characteristics and safety damage threshold of jointed caverns based on acoustic emissions. Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2021, 7(3): 1-14. (SCI检索) [9] 徐江*,龚维明,张琦,戴国亮,霍少磊,杨超.大口径钢管斜桩竖向承载特性数值模拟与现场试验研究. 岩土力学,2017,38(8): 2434-2447. (EI检索) [10] 徐江*,龚维明,穆保岗,刘博韬,张琦,戴国亮.软土区某地铁深基坑施工过程数值模拟及现场监测. 东南大学学报(自然科学版),2017, 47(3):590-598.( EI检索) [11] 张琦*,徐江,戴国亮,秦伟,白鹏宇.马普托大桥南锚碇工程半成岩力学特性试验研究. 岩石力学与工程学报,2017,36(10):2484-2491. (EI检索) [12] 徐江*,朱彦鹏. 上卓沟泥石流流动特性及流体-结构流固耦合数值模拟研究. 水利学报,2015,46(1):248-254. (EI检索) [13] 徐江*,肖仕周,龚维明,戴国亮. 锚碇深基坑施工过程数值模拟及安全监测研究. 施工技术,2017, 47(7):21-26.(中文核心) |