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Static Solutions for Plane Strain Problem of Coupled Diffusion and Deformation 期刊论文
MECHANICS OF SOLIDS, 2023, 页码: 11
作者:  Yu, Lingjun;  Wang XQ(王星泉);  Chen, Lulu;  Yu, Dongdong;  Li, Zhaokai;  Tang, Xudong
Adobe PDF(571Kb)  |  收藏  |  浏览/下载：72/5  |  提交时间：2023/11/28
diffusion-induced stress  analytical solution  Airy stress function  chemo-mechanical coupling  
Wave-Current Coupling Effects on the Variation Modes of Pore Pressure Response in a Sandy Seabed: Physical Modeling and Explicit Approximations 期刊论文
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2023, 卷号: 128, 期号: 2, 页码: e2022JC019158
作者:  Yang LJ(杨鲤境);  Qi WG(漆文刚);  Li, Yuzhu;  Gao FP(高福平)
Adobe PDF(3200Kb)  |  收藏  |  浏览/下载：45/0  |  提交时间：2023/09/05
wave-current coupling effects  pore pressure response  physical modeling  analytical solution  sandy seabed  
Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文
COASTAL ENGINEERING, 2023, 卷号: 179, 页码: 12
作者:  Yang LJ(杨鲤境);  Gao FP(高福平);  Li CF(李畅飞)
Adobe PDF(1957Kb)  |  收藏  |  浏览/下载：115/0  |  提交时间：2022/12/20
Combined wave -current loading  Pore pressure  Non -cohesive seabed  Instantaneous liquefaction  Phase lag  Analytical solution  
Energy absorption of discretely assembled composite self-locked systems 期刊论文
COMPOSITE STRUCTURES, 2022, 卷号: 292, 页码: 12
作者:  Pan JX(潘金鑫);  Zhu, Weiyu;  Yang, Kuijian;  Hu, Lingling;  Chen, Yuli
Adobe PDF(4442Kb)  |  收藏  |  浏览/下载：260/40  |  提交时间：2022/07/18
Energy absorption  Composite self-locked system  Discretely assembled  Analytical solution  Functionally graded design  
Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag 期刊论文
OCEAN ENGINEERING, 2022, 卷号: 253, 页码: 14
作者:  Li CF(李畅飞);  Gao FP(高福平)
Adobe PDF(5947Kb)  |  收藏  |  浏览/下载：208/33  |  提交时间：2022/07/18
Flume observations  Analytical solution  Wave-induced pore pressure  Amplitude attenuation  Phase lag  
Study on an Analytical Solution to the Mechanical Response of Soil Cut by a Bionic Force Enhancement Grouser 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 12, 页码: 13
作者:  Chen, Yanli;  Zhu, Wei;  Qi WG(漆文刚);  Ma, Wenbo
Adobe PDF(4058Kb)  |  收藏  |  浏览/下载：251/45  |  提交时间：2022/02/17
deep-sea mining  bionic grouse  force enhancement design  analytical solution  finite element method  
Analytical solutions for sediment concentration in waves based on linear diffusivity 期刊论文
THEORETICAL AND APPLIED MECHANICS LETTERS, 2021, 卷号: 11, 期号: 2, 页码: 100232
作者:  Xie YQ(谢益芹);  Zhou JF(周济福);  Wang X(王旭);  Kuai, Yanrong;  Lu, Yongjun
Adobe PDF(898Kb)  |  收藏  |  浏览/下载：54/14  |  提交时间：2024/01/15
Analytical solution  Wave-induced sediment concentration  Reference concentration  Pickup function  Sediment diffusivity  
Finite integral transform method for analytical solutions of static problems of cylindrical shell panels 期刊论文
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2020, 卷号: 83, 页码: 11
作者:  An DQ;  Xu D;  Ni ZF;  Su YW(苏业旺);  Wang B;  Li R
Adobe PDF(566Kb)  |  收藏  |  浏览/下载：186/75  |  提交时间：2020/08/26
Finite integral transform  Analytical solution  Cylindrical shell  Static problem  
Study on Breakage Mechanism in the Swirl Generating Stage of an Oil-Water Separator for Marine Oil Extraction and Its Verification 期刊论文
JOURNAL OF COASTAL RESEARCH, 2020, 页码: 417-420
作者:  Shi SY(史仕荧);  Su ZL;  Lin LM(林黎明);  Xu JY(许晶禹);  He YT(何云腾);  Wang S;  Shi SJ
Adobe PDF(891Kb)  |  收藏  |  浏览/下载：184/2  |  提交时间：2020/11/30
Swirl flow field  droplet breakage mechanism  maximum droplet size  analytical solution  
Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity 期刊论文
COMPUTERS AND GEOTECHNICS, 2017, 卷号: 85, 页码: 126-138
作者:  Wu, Hui;  Qi WG(漆文刚);  Hu, Liming;  Wen, Qingbo;  Hu, LM (reprint author), Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
浏览  |  Adobe PDF(4090Kb)  |  收藏  |  浏览/下载：494/189  |  提交时间：2017/10/27
Electro-osmotic Consolidation  Variable Soil Properties  Analytical Solution  Numerical Simulation  Excess Pore Water Pressure  Degree Of Consolidation