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Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文
APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14
Authors:  Yang, Hongkuan;  Guo, Zhen;  Wang, Lizhong;  Qi WG(漆文刚)
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Sloping seabed  Wave actions  Slender structures  Peak uplift resistance  Reduction  
Three-dimensional simulations of large-scale long run-out landslides with a GPU-accelerated elasto-plastic SPH model 期刊论文
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2022, 卷号: 145, 页码: 132-148
Authors:  Huang,Can;  Sun,Yunhui;  An Y(安翼);  Shi CQ(石传奇);  Feng C(冯春);  Liu,Qingquan;  Yang,Xiufeng;  Wang,Xiaoliang
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Three-dimensional  SPH  Large-scale landslides  GPU-accelerated  Dynamic processes  
An optimized volume of fluid method for modelling three-dimensional debris flows. Implementation in OpenFOAM, validation, and application in the Aiwa Watershed, Beijing 期刊论文
COMPUTERS AND GEOTECHNICS, 2022, 卷号: 144, 页码: 14
Authors:  Zhang Y(张岩);  Lyu, Liqun;  Li P(李鹏)
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Debris flow  Volume of fluid  Herschel-Bulkley  Aiwa Watershed  OpenFOAM  
Constitutive behavior predictions of mushy zone during solidification by phase field model and coupled Eulerian-Lagrangian method 期刊论文
COMPUTATIONAL MATERIALS SCIENCE, 2022, 卷号: 201, 页码: 6
Authors:  Li, Longfei;  Zhang, Ruijie;  Wu XQ(吴先前);  Gu ZP(谷周澎);  Wang, Changsheng;  Jiang, Haitao
Adobe PDF(8355Kb)  |  Favorite  |  View/Download:410/85  |  Submit date:2021/11/01
Phase Field Model  Mushy Zone  Constitutive Behavior  Coupled Eulerian-Lagrangian  
基于沿程坐标积分模式颗粒流与结构物阵列相互作用的数值模拟 期刊论文
力学学报, 2021, 卷号: 53, 期号: 12, 页码: 3399-3412
Authors:  杨肃;  张会琴;  余王昕;  程鹏达;  刘青泉;  王晓亮
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颗粒流  灾害  结构物阵列  相互作用  耗散  偏转  
Experimental Study on the Shear Band of Methane Hydrate-Bearing Sediment 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 11, 页码: 16
Authors:  Lu XB(鲁晓兵);  Zhang XH(张旭辉);  Sun FF(孙芳芳);  Wang SY(王淑云);  Liu LL(刘乐乐);  Liu, Changling
Adobe PDF(3827Kb)  |  Favorite  |  View/Download:332/84  |  Submit date:2022/01/13
hydrate-bearing sediment  shear band  hydrate saturation  triaxial compression  CT scanning  
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
Authors:  Zhou, Mo-Zhen;  Qi WG(漆文刚);  Jeng, Dong-Sheng;  Gao FP(高福平)
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Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Penalty method  Non-Darcy flow model  Seabed liquefaction  Wave-seabed interactions  
Experimental investigation of immersed granular collapse in viscous and inertial regimes 期刊论文
PHYSICS OF FLUIDS, 2021, 卷号: 33, 期号: 10, 页码: 12
Authors:  Sun YH(孙云辉);  Zhang WT(张炆涛);  An Y(安翼);  Liu QQ(刘青泉);  Wang XL(王晓亮)
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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
Authors:  Liu, Qingquan;  Pan, Menghan;  Wang, Xiaoliang;  An Y(安翼)
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Two-layer model  Landslide-generated impulse wave  Reconstruction  Lituya  
Coupled Flow-Seepage-Elastoplastic Modeling for Competition Mechanism between Lateral Instability and Tunnel Erosion of a Submarine Pipeline 期刊论文
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 8, 页码: 25
Authors:  Shi YM(师玉敏);  Gao FP(高福平);  Wang N(汪宁);  Yin, Zhenyu
Adobe PDF(9160Kb)  |  Favorite  |  View/Download:1244/971  |  Submit date:2021/11/01
submarine pipeline  pipe-soil interaction  flow-seepage-elastoplastic modeling  on-bottom stability  competition mechanism