学术论文

1、第一/通讯作者论文（英文）

l Kai Cui, Xiao Wenwang*, Ran Yuan. Unified modeling for clay and sand with a hybrid-driven fabric evolution law. Applied Mathematical Modelling, 2024,129: 522-544. IF: 4.2.SCI;

l Qionglin Li, Pangju Li, Kai Cui*, Yanzhi Ji, Dongjie Zhang, Yulan Qing. Seismic fragility curves for concrete gravity retaining wall. Soil Dynamics and Earthquake Engineering, 2024,183: 108806. IF: 4.2.SCI;

l Qionglin Li, Dongjie Zhang, Pangju Li, Kai Cui*, Xiang Jin. The small-strain stiffness of frozen clay soils at different temperatures and initial water contents: Experimental study and predicted model. Cold Regions Science and Technology, 2023, 215:103986. IF: 3.8. SCI;

l Xiangyu Han, Qinghua Xiao, Kai Cui*, Xiaozhi Hu, Zelin Zhou. Determining the fracture toughness of quasi-brittle materials with notched four-point bending tests. Engineering Fracture Mechanics, 2023, 284: 109259. IF: 5.4. SCI;

l Kai Cui, Dongjie Zhang, Pangju Li, Qionglin Li*, Haodong Zhang, Yulan Qing. Influence of the initial static stress state on the accumulation behaviour of a coarse-grained soil under long-term cyclic loading. Soil Dynamics and Earthquake Engineering, 2023, 172: 108042. IF: 4.4. SCI;

l XiaoWenWang, Kai Cui*, Ran Yuan. Complete and semi-complete explicit algorithms of a unified critical state model for over-consolidation clays. International Journal for Multiscale Computational Engineering, 2023, 21(6), 1-25. IF: 1.4. SCI;

l Kai Cui, Yulan Qing, Qionglin Li*, Dongjie Zhang, Pangju Li, Jie Liu. Plastic shakedown limit of compacted clay: Experiments and predicted model. Engineering Geology, 2023, 320: 107057. IF: 7.9. SCI;

l Kai Cui, Xiaowen Wang, Ran Yuan*, Kaiwen Liu. A unified critical state parameter model for sand and overconsolidated clay in the framework of subloading surface theory. Canadian Geotechnical Journal, 2023.03, 60(10): 1461-1474. IF: 4.3. SCI;

l Xiaowen Wang, Ran Yuan, Kai Cui*. Modified unified critical state model for soils considering over-consolidation and cyclic loading behaviours. Scientific Reports, 2023.02, 13.1: 3024. IF: 4.9. SCI;

l Kai Cui*, Xiaotong Qin. Landslide risk assessment of frozen soil slope in Qinghai Tibet Plateau during spring thawing period under the coupling efect of moisture and heat. Natural Hazards, 2023.02, 115: 2399–2416. IF: 3.685. SCI;

l Kai Cui, Dongjie Zhang, Qionglin Li*, Shangchuan Yang, Haodong Zhang. Experimental investigation on the accumulated strain of coarse-grained soil reinforced by geogrid under high-cycle cyclic loading. Geotextiles and Geomembranes, 2023.01, 51(1), 233-244. IF: 5.6. SCI;

l Qionglin Li, Kai Cui*, Xiang Jing, Pangju Li, Heng Dong. Influence of stress history on the cyclic behavior of compacted soils in the frozen state: Deviator stress history. Soil Dynamic and Earthquake Engineering, 0267-7261, 202202, 153: 107074. IF: 3.718. SCI;

l Qionglin Li, Kai Cui*, Xiang Jing. Responses of frozen, fine-grained soils due to multiple packets of cyclic stress with variable amplitude and an empirical prediction model. Canadian Geotechnical Journal, 1208-6010, 202109. IF: 3.725. SCI;

l Shangchuan Yang, Wei Ci, Ben Leshchinsky, Kai Cui*, Fei Zhang. Scale effects on the ultimate bearing capacity of rectangular footings placed on slopes. Computers and Geotechnics, 0266-352X, 202105, 137: 104254. IF: 4.956. SCI;

l Kai Cui*, Xiang Jing. Research on prediction model of geotechnical parameters based on BP neural network. Neural Computing and Applications, 0941-0643, 201912, 31(12): 8205-8215. IF: 5.606. SCI;

l Kai Cui*, Shupeng Fan. Indoor direct shear and uniaxial compression testing of polymer-modified silt. Cluster Computing-The Journal of Networks Software Tools and Applications, 1386-7857, 201905, 22(3): 5447-5455. IF: 1.809. SCI;

l Kai Cui*, Xiaotong Qin. Ultrasonic experiment and mechanical properties of rock and soil mixture under triaxial deformation. Arabian Journal of Geosciences, 1866-7511, 201912, 12(24): 1-7. IF: 1.827. SCI;

l  Cui Kai*, Qin Xiaotong. Virtual reality research of the dynamic characteristics of soft soil under metro vibration loads based on BP neural networks. Neural Computing and Applications,2018,29(5):1233-1242. IF：4.5. SCI；

l Kai Cui*, Dong Lu, Wei Li. Comparison of landslide susceptibility mapping based on statistical index, certainty factors, weights of evidence and evidential belief function models. Geocarto International, 1010-6049, 201707, 32(9): 935-955. IF: 4.889. SCI;

l Kai Cui*, Dong Lu. Experiment and simulation research of the ground-borne vibration for a high-speed train. Journal of Vibroengineering, 1392-8716, 201605, 18(3): 1783-1797. JCR Q3. IF: 0.66. SCI;

l Kai Cui, Pauline Défossez, Yu-Jun Cui, Guy Richard, Quantifying the effect of matric suction on the compressive properties of two agricultural soils using an osmotic oedometer. Geoderma, 0016-7061, 201005, 156(3-4): 337-345. IF: 4.036. SCI;

l Kai Cui, Pauline Défossez, Yu-Jun Cui, Guy Richard, Soil compaction by wheeling: changes in soil suction caused by compression. European Journal of Soil Science, 1351-0754, 201008, 61(4): 599-608. IF: 4.949. SCI;

l Kai Cui*, Pauline Défossez, Guy Richard, A new approach for modelling vertical stress distribution at the soil/tyre interface to predict the compaction of cultivated soils by using the PLAXIS code. Soil & Tillage Research, 0167-1987, 200709, 95: 277-287. IF: 5.374. SCI.

2、其他论文（英文）

l Xiangyu Han, Qinghua Xiao, Kai Cui, Shengxiang Lei, Xiaozhi Hu, Shougen Chen. Comparison between some methods for predicting the fracture of hard rock in three-point bending tests. Theoretical and Applied Fracture Mechanics, 2023, 123: 103689. SCI.

l Qinghua Xiao, Shengxiang Lei, Kai Cui, Wensheng Li, Xiangyu Han, Jianguo Liu, Xunhong Huang, Shougen Chen. Effect of the longitudinal local wetting-induced collapse on tunnel structure in loess strata. Tunnelling and Underground Space Technology, 0886-7798, 202202, 122, 104361. SCI.

l Xiangyu Han, Kai Cui, Qinghua Xiao, Wei Zhao, Congming Li. Determining the fracture properties of pervious concrete specimens with various micro-structures and geometries. THEORETICAL AND APPLIED FRACTURE MECHANICS, 0167-8442, 202202, 117, 103151. SCI;

l Yingfa Lu*, Gan Liu, Kai Cui, Jie Zheng. Mechanism and stability analysis of deformation failure of a slope. Advances in Civil Engineering, 1687-8086 202108. IF: 1.924. SCI;

l Shangchuan Yang*, Ben Leshchinsky, Kai Cui, Fei Zhang, Yufeng Gao. Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes. Geotechnique, 0016-8505, 202107, 71(7), 594-607. IF: 5.458. SCI. ESI高被引; 

l Xiangyu Han, Yi Chen, Qinghua Xiao*, Kai Cui, Qiaofeng Chen, Congming Li, Zemin,Qiu. Determination of concrete strength and toughness from notched 3PB specimens of same depth but various span-depth ratios. Engineering Fracture Mechanics, 0013-7944, 202103, 245, 107589. IF: 4.406. SCI;

l Xiangyu Han, Qinghua Xiao, Kai Cui, Xiaozhi Hu, Qiaofeng Chen, Congming Li, Zemin. Predicting the fracture behavior of concrete using artificial intelligence approaches and closed-form solution. THEORETICAL AND APPLIED FRACTURE MECHANICS, 0167-8442, 202104, 112, 102892. IF: 4.017. SCI;

l Shangchuan Yang*, Yufeng Gao, Ben Leshchinsky, Kai Cui, Fei Zhang. Internal stability analysis of reinforced convex highway embankments considering seismic loading. Geotextiles and Geomembranes, 0266-1144, 202006, 48(3): 221-229. IF: 5.292. SCI;

l Shangchuan Yang*, Yufeng Gao, Kai Cui, Fei Zhang, Di Wu. Three-dimensional internal stability analysis of geosynthetic-reinforced earth structures considering seismic loading. Soil Dynamics and Earthquake Engineering, 0267-7261, 202003, 130: 105979. IF: 3.718. SCI;

l Shangchuan Yang, Ben Leshchinsky, Kai Cui, Fei Zhang, Yufeng Gao. Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes. Journal of Geotechnical and Geoenvironmental Engineering, 1090-0241, 201912, 145(12): 04019110. IF: 4.012. SCI;

3、第一/通讯作者论文（中文）

l 崔凯,王孝文,贾政鹏,吴博涵,袁冉*.砂黏统一本构模型的一种简单广义化方法.西南交通大学学报,1-9,202410. EI;

l 崔凯*, 吴博涵, 李琼林, 刘杰, 苏磊. 融化期川西地区季节冻土边坡稳定性分析. 中国公路学报, 1001-7372, 2023.01. EI;

l 李琼林, 青于蓝, 崔凯*, 张东杰, 李庞举. 长期循环荷载下土的动力学特性与本构模型研究进展. 西南交通大学学报, 0258-2724, 202203. EI; 

l 秦晓同, 崔凯*, 青于蓝. 水热耦合作用下季节冻土边坡降雨入渗规律及入渗机理. 中国公路学报, 1001-7372, 202204, 35(04): 87-98. EI;

l 袁冉, 熊维林, 何毅, 崔凯*. 复合成层地层浅埋隧道开挖地表沉降规律分析. 西南交通大学学报, 0258-2724, 202112. EI;

l 崔凯, 慈伟, 杨尚川*. DEM中砂土制样方法对浅基础承载力计算影响研究. 西南交通大学学报, 0258-2724, 202111. EI;

l 孙立娟, 崔凯*, 王溢轩. 库水复活型滑坡牵引滑动机理模型试验研究. 哈尔滨工业大学学报, 0367-6234, 202111, 53(11): 162-170. EI;

l 秦晓同, 崔凯*, 孟繁宇. 川西地区季节冻土渗透系数的时空变化特性. 西南交通大学学报, 202012, 55(06): 1272-1279. EI;

l 崔凯*, 秦晓同. 粗颗粒含量对川西地区混合土压缩特性的影响. 中国公路学报, 2019, 32(02): 59-66. EI;

l 崔凯*, 秦晓同, 荆祥. 季节性冻土区路基高边坡变形多因素时变预测模型. 哈尔滨工程大学学报, 2019, 40(06): 1109-1114. EI;

l 崔凯*, 荆祥. 地震荷载作用下粗颗粒含量对川西混合土动剪切模量和阻尼比的影响. 中国公路学报, 2019, 32(12): 123-131. EI;

l 崔凯*, 苏磊. 粗颗粒含量对川西混合土抗剪强度的影响. 西南交通大学学报, 2019, 54(04): 778-785. EI;

l 崔凯*, 林维康. 川西非饱和混合土土水特征曲线研究. 中国公路学报, 201709, 30(09): 44-50. EI;

l 崔凯*, 李永奎. 川西崩坡积混合土循环荷载下非饱和动本构模型. 岩土力学, 201708, 38(08): 2157-2166. EI;

l 崔凯*, 杨文恒. 软土路基沉降的联合法预测研究. 西南交通大学学报, 201710, 52(05): 926-934. EI;

l 崔凯*, 林维康. 非饱和混合土动剪切模量与阻尼比试验研究. 西南交通大学学报, 0258-2724, 2016, 51(5): 1033-1040. EI. 

主持的科研项目： 

l 川藏铁路季节性冻融区非饱和混合土边坡变形破坏机理研究。国家自然科学基金。2022年1月-2025年12月；

l 非饱和崩坡积混合土动力特性的细粒效应与累积变形研究。国家自然科学基金。2016年1月-2019年12月；

l 川西山区崩坡积典型混合土非饱和力学特性及其本构模型。国家自然科学基金。2011年1月-2013年12月；

l 高陡边坡不良岩体区隧道锚设计关键技术研究。国家重点研发计划子课题。2021年12月-2024年11月；

l 复杂条件下高速铁路减振降噪关键技术研究。国家重点研发计划“战略性国际创新科技合作重点专项”子课题。2017年9月-2020年9月。