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浏览/检索结果: 共58条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择提交时间升序提交时间降序题名升序题名降序作者升序作者降序发表日期升序发表日期降序 Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2024, 卷号: 169, 页码: 18 作者:  Peng, Yu;  Yin, ZhenYu;  Gao FP(高福平)   |  收藏  |  浏览/下载：7/0  |  提交时间：2024/05/14 Micromechanics  Granular soils  Pipeline -soil interaction  Discrete element method  Finite element method  Progressive failure   Wave-Induced Instantaneous Liquefaction of a Non-Cohesive Seabed around Buried Pipelines: A Liquefaction-Associated Non-Darcy Flow Model Approach 期刊论文  OAI收割 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2024, 卷号: 12, 期号: 3, 页码: 21 作者:  Han, Shichong;  Zhou, Mozhen;  Zhang, Dingli;  Qi WG(漆文刚);  Xue, Chaodong   |  收藏  |  浏览/下载：9/0  |  提交时间：2024/05/14 extreme wave loading  wave-induced seabed liquefaction  non-Darcy flow model  wave-seabed-structure interactions  non-cohesive seabed   Revealing the role that epikarst fissures filled with soil play in soil erosion and nutrient loss in karst rocky desertification region of Guizhou, China 期刊论文  OAI收割 JOURNAL OF HYDROLOGY-REGIONAL STUDIES, 2024, 卷号: 51, 页码: 16 作者:  Xiong, Bailian;  Gao, Yang;  Liu, Junlong;  Yan, Xiong   |  收藏  |  浏览/下载：28/0  |  提交时间：2024/04/01 Epikarst fissure filled with soil  Rocky desertification slope  Underground runoff  Soil erosion  Nutrient loss   An Analytical Calculation Method and Mechanical Response Laws of Buried Pipelines Subjected to the Impact of Transverse Landslides 会议论文  OAI收割 Wuhan, China, 05/01/2023 - 06/01/2023 作者:  Fan ZY(樊志勇);  Wu,Bin;  Liu TP(刘天苹);  Zhao Y(赵颖);  Liu XY(刘晓宇)   |  收藏  |  浏览/下载：13/0  |  提交时间：2023/07/17 Transverse Landslides  Buried Pipeline  Analytical Method  Mechanical Responses  Influence Factors   Quantitative Estimation of Pipeline Slope Disaster Risk in China 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF DISASTER RISK SCIENCE, 2023, 卷号: N/A 作者:  Yan, Yan;  Zhou, Jiaojiao;  Xie, Cheng;  Yin, Shuyao;  Hu, Sheng   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/03/03 China  Coupled pipe-soil model  Landslides  Pipeline slope disasters  Pipe stress  Risk classification   A new analytical method for calculating the strain of oil and gas pipeline under a normal fault dislocation 期刊论文  OAI收割 ENERGY SCIENCE & ENGINEERING, 2022, 页码: 12 作者:  Hu, Wen-jun;  Zhao, Yu;  Hu, Kai-heng;  Chen, Gui-yu;  Fu, Kai-wei   |  收藏  |  浏览/下载：13/0  |  提交时间：2023/02/08 analytical method  normal fault  numerical model  oil and gas pipelines  strain analysis   Dynamic response and safety assessment of inner-wall corroded concrete pipeline in service subjected to blasting vibration 期刊论文  OAI收割 STRUCTURAL CONCRETE, 2022, 卷号: -, 期号: -, 页码: - 作者:  Cao, Huazhang;  Jiang, Nan;  Zhou, Chuanbo;  Li, Haibo;  Cai, Zhongwei   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/08/02 corroded concrete pipeline  corrosion morphology  dynamic response  full-scale test  safety criterion   Effect of sulfate-reducing bacteria from salt scale of water flooding pipeline on corrosion behavior of X80 steel 期刊论文  OAI收割 ENGINEERING FAILURE ANALYSIS, 2022, 卷号: 142, 页码: 14 作者:  Zhao, Ranlei;  Wang, Bo;  Li, Dongbo;  Chen, Yiming;  Zhang, Qiushi   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/05/09 CaCO3 ???????scale layer  Sulfate-reducing bacteria (SRB)  Microbial corrosion  Combined effect  X80 steel pipeline   Peak uplift resistance of offshore slender structures shallowly buried in the sloping seabed considering wave actions 期刊论文  OAI收割 APPLIED OCEAN RESEARCH, 2022, 卷号: 129, 页码: 14 作者:  Yang, Hongkuan;  Guo, Zhen;  Wang, Lizhong;  Qi WG(漆文刚)   |  收藏  |  浏览/下载：30/0  |  提交时间：2022/12/20 Sloping seabed  Wave actions  Slender structures  Peak uplift resistance  Reduction   Safety criterion of gas pipeline buried in corrosive saturated soft soil subjected to blasting vibration in a coastal metro line 期刊论文  OAI收割 THIN-WALLED STRUCTURES, 2022, 卷号: 180 作者:  Jiang, Nan;  Zhu, Bin;  Zhou, Chuanbo;  Luo, Xuedong;  Li, Haibo   |  收藏  |  浏览/下载：10/0  |  提交时间：2023/08/02 Coastal subway  Blast vibration  Corrosion pipeline  Dynamic response  Safety criterion