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Engineering Properties and Micropore Structure of Clay-Based Foamed Lightweight Soil 期刊论文
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2024, 卷号: 36, 期号: 3, 页码: 14
作者:  Lu, Zheng;  Zhao, Yang;  Liu, Jie;  Yuan XZ(苑旭泽);  Yao, Hailin;  Tang, Chuxuan;  Zhang, Rong
收藏  |  浏览/下载：30/0  |  提交时间：2024/02/26
Clay-based foamed lightweight soil (CFLS)  Road widening  Physical and mechanical tests  Micropore structure tests  Dynamic properties  
Modeling of flexible metal wheel for pressurized lunar rover and traction performance prediction 期刊论文
JOURNAL OF FIELD ROBOTICS, 2023, 卷号: 40, 期号: 8, 页码: 2030-2041
作者:  Zhu, Jianzhong;  Shen, Yan;  Hao, Pujun;  Liu, Jingna;  Li YQ(李玉琼);  Wang, Kang;  Zou, Meng
Adobe PDF(1702Kb)  |  收藏  |  浏览/下载：53/1  |  提交时间：2023/09/26
flexible metal wheel  pressurized lunar rover  traction performance  wheel soil interaction model  
Modelling hydro-mechanical coupled behaviour of unsaturated soil with two-phase two-point material point method 期刊论文
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 155, 页码: 16
作者:  Zhan, ZQ;  Zhou, C;  Liu CQ(刘传奇);  Ng, CWW
Adobe PDF(7981Kb)  |  收藏  |  浏览/下载：134/1  |  提交时间：2023/02/27
Material point method  Unsaturated soil  Hydro-mechanical coupling  Large deformation  Landslide  
A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed 期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
作者:  Wang N(汪宁);  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
Adobe PDF(117Kb)  |  收藏  |  浏览/下载：188/44  |  提交时间：2023/02/03
Bearing capacity  deep-sea pipeline  oblique loading  slip-line field theory  failure envelope  pipe-soil interaction  clayey seabed  
A review of machine learning in geochemistry and cosmochemistry: Method improvements and applications 期刊论文
APPLIED GEOCHEMISTRY, 2022, 卷号: 140, 页码: 13
作者:  He YY(何雨旸);  Zhou, You;  Wen, Tao;  Zhang, Shuang;  Huang, Fang;  Zou, Xinyu;  Ma, Xiaogang;  Zhu, Yueqin
Adobe PDF(1705Kb)  |  收藏  |  浏览/下载：256/108  |  提交时间：2022/07/18
LIBS  XAFS  Mapping  Water  soil prediction  Molecular machine learning  Reactive-transport modeling  
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：179/32  |  提交时间：2021/11/01
Nonlinear complementarity problem  Karush-Kuhn-Tucker (KKT) condition  Lagrange multiplier method  Soil liquefaction  Wave-seabed interactions  
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
作者:  Shi YM(师玉敏);  Gao FP(高福平);  Wang N(汪宁);  Yin, Zhenyu
Adobe PDF(9160Kb)  |  收藏  |  浏览/下载：1198/960  |  提交时间：2021/11/01
submarine pipeline  pipe-soil interaction  flow-seepage-elastoplastic modeling  on-bottom stability  competition mechanism  
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：220/63  |  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：526/151  |  提交时间：2020/04/07
Wave-seabed-pipeline interaction  Poro-elastoplastic model  Buried pipe  Transient pore-pressure response  Vertical soil resistance  
Local Scour around a Monopile Foundation for Offshore Wind Turbines and Scour Effects on Structural Responses 图书章节
2019
作者:  Qi WG(漆文刚);  Gao FP(高福平)
收藏  |  浏览/下载：137/0  |  提交时间：2020/01/06
local scour, monopile, combined waves and currents, horseshoe vortex, time scale, backfilling, scale effect, pile-soil interaction, natural frequency