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浏览/检索结果: 共10条，第1-10条 帮助 限定条件 发表日期：2015     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 In situ experiment of wave-induced excess pore pressure in the seabed sediment in Yellow River estuary 期刊论文 ROCK AND SOIL MECHANICS, 2015, 卷号: 36, 期号: 11, 页码: 3055-3062 作者:  Liu Xiao-lei;  Jia Yong-gang;  Zheng Jie-wen 收藏  |  浏览/下载：3/0  |  提交时间：2019/08/19 seabed sediment  excess pore pressure  liquefaction  soil mechanics  Yellow River estuary   土结构相互作用体系动力响应的敏感性分析 期刊论文 2015 古泉; 曾志弘; 邱志坚; 郑翥鹏 收藏  |  浏览/下载：5/0  |  提交时间：2016/05/17 有限元敏感性分析  力法  直接微分法  钢筋混凝土框架结构  土和结构相互作用  finite element response sensitivity  force-based  the Direct Differentiation Method  steel concrete composite frame structures  soil-structure interaction systems   In situ experiment of wave-induced excess pore pressure in the seabed sediment in Yellow River estuary 期刊论文 Yantu Lixue/Rock and Soil Mechanics, 2015, 卷号: 36, 期号: 11, 页码: 3055-3062 作者:  Liu, Xiao-Lei;  Jia, Yong-Gang;  Zheng, Jie-Wen 收藏  |  浏览/下载：3/0  |  提交时间：2018/12/07 Consolidation  Cyclic loads  Dynamics  Estuaries  Liquefaction  Pore pressure  Rivers  Soil liquefaction  Soil mechanics  Soil testing   Discontinuous deformation analysis enriched by the bonding block model 期刊论文 Mathematical problems in engineering, 2015, 页码: 19 作者:  Sun, Yue;  Chen, Qian;  Feng, Xiangchu;  Wang, Ying 收藏  |  浏览/下载：20/0  |  提交时间：2019/05/10 2D particle contact-based meshfree method in CDEM and its application in geotechnical problems 期刊论文 ENGINEERING COMPUTATIONS, 2015, 卷号: 32, 期号: 4, 页码: 1080-1103 作者:  Feng C(冯春);  Li SH(李世海);  Onate E 收藏  |  浏览/下载：34/0  |  提交时间：2015/09/22 Numerical simulation  Cutting  Meshfree method  Particle contact  PCMM  Rock and soil   SPH-Based Simulations for Slope Failure Considering Soil-Rock Interaction 期刊论文 Procedia Engineering, 2015, 卷号: 102, 页码: 1842-1849 作者:  Wu Q(吴强);  An Y(安翼);  Liu QQ(刘青泉) 收藏  |  浏览/下载：27/0  |  提交时间：2015/05/20 SPH method  slope failure  earth-rock aggregate  large deformation  soil-rock interaction   SPH-Based Simulations for Slope Failure Considering Soil-Rock Interaction 会议论文 New Paradigm of Particle Science and Technology Proceedings of The 7th World Congress on Particle Technology, Beijing, China, May 19–22, 2014 作者:  Wu Q(吴强);  An Y(安翼);  Liu QQ(刘青泉) 收藏  |  浏览/下载：27/0  |  提交时间：2015/09/16 slope failure  earth-rock aggregate  large deformation  soil-rock interaction   Deformation and stability of compaction pile foundation of liquid-storage tank considering pile-soil-structure interaction 期刊论文 Electronic Journal of Geotechnical Engineering, 2015, 卷号: 20, 期号: 22, 页码: 12203-12216 作者:  Jing, Wei;  Cheng, Xuansheng;  Yin, Chao;  Li, Chunsheng;  Zhang, Wenzhuo 收藏  |  浏览/下载：3/0  |  提交时间：2020/11/14 Compaction  Convergence of numerical methods  Deformation  Finite element method  Foundations  Liquids  Safety engineering  Safety factor  Soil structure interactions  Soils  Standards  Tanks (containers)  Compaction piles  Composite foundations  Engineered systems  Liquid storage tanks  Mechanical behavior  Pile-soil-structure interaction  Theoretical formula  Theoretical solutions   Fsi resonance response of liquid-storage structures made of rubber-isolated rectangular reinforced concrete 期刊论文 Electronic Journal of Geotechnical Engineering, 2015, 卷号: 20, 期号: 7, 页码: 1809-1824 作者:  Cheng, Xuansheng;  Zhao, Liang;  Zhao, Yurui;  Zhang, Aijun 收藏  |  浏览/下载：6/0  |  提交时间：2020/11/14 Concretes  Dynamic response  Finite element method  Fluid structure interaction  Liquid sloshing  Reinforced concrete  Resonance  Rubber  External excitation  External excitation frequency  Finite element analysis software  First-order frequency  Fsi  High frequency components  High-frequency resonance  Liquid storage   Deformation and stability of compaction pile foundation of liquid-storage tank considering pile-soil-structure interaction 期刊论文 Electronic Journal of Geotechnical Engineering, 2015, 卷号: 20, 期号: 22, 页码: 12203-12216 作者:  Jing, Wei;  Cheng, Xuansheng;  Yin, Chao;  Li, Chunsheng;  Zhang, Wenzhuo 收藏  |  浏览/下载：0/0  |  提交时间：2022/02/18 Compaction  Convergence of numerical methods  Deformation  Finite element method  Foundations  Liquids  Safety engineering  Safety factor  Soil structure interactions  Soils  Standards  Tanks (containers)