近五年已发表的代表性论著 |
[1]. Fang, Q., Wang, H., Wang, Z., & Liu, C. (2024). Wave Forces on a Submerged Bridge Deck with a Box Girder Situated over a Step Bottom. Journal of Bridge Engineering, 29(6), 04024033. (通讯作者) [2]. Liu C, Weng J, Deng L, Wang Y, Fang Q. Numerical investigation of phase relationship between kinematic and inertial loads of piles behind a quay wall in liquefiable ground. Computers and Geotechnics. 2024 Jun 1;170:106265. [3]. Fang Q, Jia J, Guo T, Wang Z. Liu C*. Wave forces acting on the coastal bridge deck under focused and regular waves[J]. Ocean Engineering, 2023, 276: 114239. (通讯作者) [4]. Liu B, Wang X, Liu C*, Kong J. Effect of Relative Stiffness of Pile and Soil on Pile Group Effect. Journal of Marine Science and Engineering. 2023; 11(1):192.(通讯作者) [5]. Liu B, Liu C*, Wang X, Kong J, Chang Z. Numerical Modeling Technique of Damage Behavior of MaSonry-Infilled RC Frames. Applied Sciences. 2023 Jan 24;13(3):1521.(通讯作者) [6]. 王涵,刘春辉*.纤维掺量对微生物固化海洋砂土力学性能的影响[J/OL].威尼斯7798cc学报(自然科学与工程版):1-8[2022-12-09].(通讯作者) [7]. Liu C, Wang C, Fang Q, et al. Soil-pile-quay wall interaction in liquefaction-induced lateral spreading ground[J]. Ocean Engineering, 2022, 264: 112592. [8]. Lu L, Liu C*, Qu S, et al. Experimental study on the mechanical and hydraulic behaviour of Fibre-Reinforced cemented soil with fly ash[J]. Construction and Building Materials, 2022, 321: 126374.(通讯作者) [9]. Liu C, Liu B, Wang X, et al. Seismic Performance Target and Fragility of Masonry Infilled RC Frames under In-Plane Loading[J]. Buildings, 2022, 12(8): 1175. [10]. Longyu Lu, Chunhui Liu*, Mengzhi Zhang, and Tiqiang Wang. "Experimental Behavior of Single Pile with Large Mass in Dry Medium Sand Under Centrifuge Shaking Table Test." In Conference on Performance-based Design in Earthquake. Geotechnical Engineering, pp. 1128-1135. Springer, Cham, 2022.(通讯作者) [11]. Belhassena, F. Z., Tang, L., Bouri, D. E., Liu, C., & Ling, X. Estimation of bending moment and pile displacement for soil-pile-quay wall system subjected to liquefaction induced lateral spreading[J]. Soil Dynamics and Earthquake Engineering, 2021, 151: 106989. [12]. 刘春辉,翁建燎,孔璟常,张梦子,卢龙玉,王永志.地震波对干砂场地土层加速度放大系数影响分析[J].地震工程学报,2022,44(06):1287-1293. [13]. 王成,刘春辉*,刘翔宁,张俊,卢龙玉,张梦子.剑麻纤维长度对海砂力学性能的影响[J].威尼斯7798cc学报(自然科学与工程版),2022,35(04):482-486.(通讯作者) [14]. 张梦子,刘春辉*,钟汉林.循环荷载作用下剑麻纤维加筋砂残余变形及刚度变化分析[J].威尼斯7798cc学报(自然科学与工程版),2022,35(01):108-113. (通讯作者) [15]. 张俊,刘春辉*,刘祥宁,卢龙玉,张梦子.纤维掺量对海洋砂土力学性能影响研究[J].威尼斯7798cc学报(自然科学与工程版),2020,33(04):487-494. (通讯作者) [16]. 钟汉林,刘春辉*,张俊,曲淑英.随机分布剑麻纤维对砂土力学特性的影响[J].威尼斯7798cc学报(自然科学与工程版),2019,32(04):391-396. (通讯作者) [17]. Chunhui Liu, Liang Tang, Xianzhang Ling, Lijun Deng, Xiaoyu Zhang, Lei Su. Investigation of liquefaction-induced lateral load on pile group behind quay wall [J]. Soil Dynamics and Earthquake Engineering, 2017, 102: 56-64. [18]. Liu C, Tang L, Ling X. Investigation of piles behavior under lateral cyclic load[J]. Engineering Review, 2019, 39(3): 213-220. |