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Hydraulic performance assessment of various submerged pile designs around an emerged dike: 《Water Science and Engineering》2024年第4期406-416,共11页Sohail Iqbal Norio Tanaka; This study aimed to devise strategies for alleviating the detrimental impacts of floods in the vicinity of a dike. Experiments were conducted in an open rectangular channel to investigate the flow dynamics under varyi...; 关键词：Pile wings T-shaped dike I-shaped dike Impermeable dike Submerged pile designs

Hydrodynamic Performance of H-shaped Pile-restrained Floating Breakwater Integrated with Horizontal Plates: 《哈尔滨工程大学学报(英文版)》2024年第4期776-797,共22页Aparna Panda D.Karmakar Manu Rao; the partial support from the Ministry of Ports,Shipping and Waterways,Government of India,through the research grant no.DW/01013(13)/2/2021.; This study analyzes the hydrodynamic performance of an H-shaped pile-restrained composite breakwater integrated with a pair of horizontal plates placed on the seaside and the leeside of the breakwater.The wave interac...; 关键词：Composite breakwater Horizontal plates Reflection and transmission coefficients Multidomain boundary element method(Multidomain BEM) Wave force coefficient

Should private charging-pile-sharing platforms cooperate with automotive companies under multiple heterogeneities?: 《中国科学技术大学学报》2024年第11期33-53,32,66,67,共24页Haonan He Hong Yue Qi Zhou; supported by the National Natural Science Foundation of China(72474034,72104034);Humanities and Social Science Fund of the Ministry of Education of China(21YJC630037,22XJC910001);China Postdoctoral Science Foundation(2022T150072)。; To address the charging infrastructure challenges associated with slow electric vehicle(EV)industry growth,this study investigates the collaboration between private charging-pile-sharing platforms struggling with prof...; 关键词：cooperation service quality private charging-pile-sharing platforms consumer heterogeneity

High-strain dynamic model of large-diameter pipe piles with soil plug for vertical vibration analysis: 《Journal of Rock Mechanics and Geotechnical Engineering》2024年第11期4440-4461,共22页Yuan Tu M.H.El Naggar Kuihua Wang Wenbing Wu Minjie Wen; support from the Exploring Youth Project of Zhejiang Natural Science Foundation (Grant No.LQ24E080009);the Key Project of Natural Science Foundation of Zhejiang Province (Grant No.LXZ22E080001);the National Natural Science Foundation of China (Grant No.52108347).; A rigorous analytical model is developed for simulating the vibration behaviors of large-diameter openended pipe piles(OEPPs)and surrounding soil undergoing high-strain impact loading.To describe the soil behavior,the...; 关键词：Fictitious-soil pile Large-diameter pipe piles Soil plug Pile vibration Elastic wave propagation High-strain dynamic analysis

Determination of the Pile Drivability Using Random Forest Optimized by Particle Swarm Optimization and Bayesian Optimizer: 《Computer Modeling in Engineering & Sciences》2024年第10期871-892,共22页Shengdong Cheng Juncheng Gao Hongning Qi; supported by the National Science Foundation of China(42107183).; Driven piles are used in many geological environments as a practical and convenient structural component.Hence,the determination of the drivability of piles is actually of great importance in complex geotechnical appl...; 关键词：Random forest regression model pile drivability Bayesian optimization particle swarm optimization

考虑锚杆拉剪破断特性的锚固系统数值模拟与应用: 《煤炭技术》2024年第10期66-70,共5页路燕泽田欣于庆磊王立杰王庆刚蒲江涌; 基于FLAC3D数值模拟软件,考虑锚杆拉剪破断特性,通过FISH语言将pile单元进行修正,反映了锚杆的拉剪破断特性;并且引入了锚固界面的黏结滑移模型,模拟了锚固界面的应变软化行为。将修正的锚杆模型进行验证分析,与室内试验结果吻合良好,...; 关键词：锚固系统拉剪破断黏结滑移模型 pile结构单元

Upgrade from aerated static pile to agitated bed systems promotes lignocellulose degradation in large-scale composting through enhanced microbial functional diversity: 《Journal of Environmental Sciences》2024年第10期55-66,共12页Hanxia Yu Haoyan Xiao Huiyu Deng Adam Frew Md.Akhter Hossain Wenbing Tan Beidou Xi; This work was supported by the National Natural Science Foundation of China(No.42030704).; Composting presents a viable management solution for lignocellulose-rich municipal solid waste.However,our understanding about the microbial metabolic mechanisms involved in the biodegradation of lignocellulose,partic...; 关键词：Bacterial and fungal community Large-scale composting Lignocellulose degradation Microbial metabolism Metaproteomic analysis

Finite Element Analysis of Effects of Improvement of Soil Between Double-Row Piles: 《Journal of Shanghai Jiaotong university(Science)》2024年第5期919-929,共11页NIE Dongqing ZHAI Zhiyang ZHANG Wei LI Zhi; the Key Research Program of Shanghai Construction Group(No.17JCSF-37)。; Double-row pile(DRP)retaining systems have been widely used in deep excavations in China.Soil between the front and back-row piles(FBP soil)is often improved to decrease the displacement of DRPs in soft soil areas,but...; 关键词：large excavation double-row pile(DRP) soil improvement DEFLECTION bending moment finite element analysis

Hybrid response surface method for system reliability analysis of pilereinforced slopes: 《Journal of Rock Mechanics and Geotechnical Engineering》2024年第9期3395-3406,共12页Xiangrui Duan Jie Zhang Leilei Liu Jinzheng Hu Yadong Xue; substantially supported by the National Natural Science Foundation of China(Grant No.42072302);Shuguang Program from Shanghai Education Development Foundation and Shanghai Municipal Education Commission(Grant No.19SG19);Fundamental Research Funds for the Central Universities.; To consider the complex soil-structure interaction in a pile-slope system,it is necessary to analyze the performance of pile-slope systems based on a three-dimensional(3D)numerical model.Reliability analysis of a pile...; 关键词：SLOPE PILES System reliability Support vector machine Ordinary kriging

Seismic response of pile-supported structures considering the coupling of inertial and kinematic interactions in different soil sites: 《Frontiers of Structural and Civil Engineering》2024年第9期1350-1361,共12页Huiling ZHAO Fan ZHANG; the National Natural Science Foundation of China(Grant No.42277163)for the financial support to this work.; Dynamic soil−pile−superstructure interaction is crucial for understanding pile behavior in earthquake-prone ground.Evaluating the safety of piles requires determining the seismic bending moment caused by combined iner...; 关键词：pile seismic response soft soil inertial interaction kinematic interaction

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