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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：122/2  |  提交时间：2022/12/20
Combined wave -current loading  Pore pressure  Non -cohesive seabed  Instantaneous liquefaction  Phase lag  Analytical solution  
Spatiotemporal evolution of excess pore pressures in a silty seabed under progressive waves during residual liquefaction 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
作者:  Li CF(李畅飞);  Wang YF;  Gao FP(高福平);  Yang LJ(杨鲤境)
Adobe PDF(5842Kb)  |  收藏  |  浏览/下载：161/42  |  提交时间：2023/02/03
Pore pressure  Wave loading  Flume observation  Silty seabed  Seabed liquefaction  
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：211/34  |  提交时间：2022/07/18
Flume observations  Analytical solution  Wave-induced pore pressure  Amplitude attenuation  Phase lag  
A non-Darcy flow model for a non-cohesive seabed involving wave-induced instantaneous liquefaction 期刊论文
OCEAN ENGINEERING, 2021, 卷号: 239, 页码: 16
作者:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
Adobe PDF(2148Kb)  |  收藏  |  浏览/下载：236/53  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
Formation and Growth Behavior Analysis of Slagging Rings in Rotary Kiln-Type Hazardous Waste Incineration Systems 期刊论文
ENERGIES, 2021, 卷号: 14, 期号: 22, 页码: 14
作者:  Zhao J(赵京);  Zhang ZR(张梓睿);  Li B(李博);  Wei XL(魏小林)
Adobe PDF(2676Kb)  |  收藏  |  浏览/下载：1850/1649  |  提交时间：2022/01/13
rotary kiln  hazardous waste treatment  slagging phenomena  characterization methods  mechanism analysis  
Modelling the wave-induced instantaneous liquefaction in a non-cohesive seabed as a nonlinear complementarity problem 期刊论文
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 137, 页码: 18
作者:  Zhou, Mozhen;  Liu, Hui;  Jeng, Dong-Sheng;  Qi WG(漆文刚);  Fang, Qian
Adobe PDF(3715Kb)  |  收藏  |  浏览/下载：181/32  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions  
Differences of Main Enrichment Factors of S1l(1-1)(1) Sublayer Shale Gas in Southern Sichuan Basin 期刊论文
ENERGIES, 2021, 卷号: 14, 期号: 17, 页码: 21
作者:  Shi, Xuewen;  Luo, Chao;  Cao GH(曹高辉);  He, Yifan;  Li, Yi;  Zhong, Kesu;  Jiang WB(江文滨);  Lin M(林缅)
Adobe PDF(8091Kb)  |  收藏  |  浏览/下载：249/103  |  提交时间：2021/11/01
S1l(1-1)(1) sublayer  gas content  organic pore  inorganic pore  
A two-layer model for landslide generated impulse wave: Simulation of the 1958 Lituya bay landslide impact wave from generation to long-duration transport 期刊论文
ADVANCES IN WATER RESOURCES, 2021, 卷号: 154, 页码: 11
作者:  Liu, Qingquan;  Pan, Menghan;  Wang, Xiaoliang;  An Y(安翼)
Adobe PDF(2490Kb)  |  收藏  |  浏览/下载：187/47  |  提交时间：2022/05/17
Two-layer model  Landslide-generated impulse wave  Reconstruction  Lituya  
A new model for wave-induced instantaneous liquefaction in a non-cohesive seabed with dynamic permeability 期刊论文
OCEAN ENGINEERING, 2020, 卷号: 213, 页码: 15
作者:  Zhou MZ;  Jeng DS;  Qi WG(漆文刚)
Adobe PDF(4470Kb)  |  收藏  |  浏览/下载：221/64  |  提交时间：2020/10/23
Dynamic permeability  Excess pore pressure  Soil liquefaction  Wave-seabed interaction  
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling 期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
浏览  |  Adobe PDF(5720Kb)  |  收藏  |  浏览/下载：529/152  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance