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陈辉

陈辉

中国科学院

4

H指数

9

论文数

33

被引数

H指数、论文数、被引数仅支持在APP上查看和修改扫描二维码即可下载APP

陈辉,现任职于中国科学院,曾任职于江西科技师范大学、江西科技学院等机构,个人H指数为4,累计发表论文9篇,论文总被引数累计33次,主要研究方向涵盖地球与行星学、农林科学等领域,在Yantu Lixue/Rock and Soil Mechanics和Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering顶级期刊累计发表8次

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  • 发表期刊
  • 资讯动态
  • 发表论文
  • 引用关系
动态毛细效应及其对非饱和土残余含水量的影响

Dynamic capillary effect and its impact on the residual water content in unsaturated soils

中国科学院

2010

被引数:0

Wei, Changfu

Soil properties,Unsaturated soils,Water content
一种确定非饱和土水力参数的方法

A method for determining hydraulic parameters of unsaturated soils

中国科学院

2010

被引数:6

Yantu Lixue/Rock and Soil Mechanics

Wei, Changfu

Axis translation method,Darcy's law,Hydraulic conductivity function,Laboratory combined system,Soil-water characteristic curve
任意干湿路径下非饱和岩土材料的土水特征模型

Model of soil-water characteristics for unsaturated geotechnical materials under arbitrary drying-wetting paths

中国科学院

2008

被引数:7

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Wei, Changfu

Air entrapment,Capillary hysteresis,Drying-wetting cycle,Soil-water characteristic curve,Soil mechanics,Unsaturated geotechnical media
一种简化的多孔介质毛细滞后模型

A simplified capillary hysteresis model of porous media

中国科学院

2011

被引数:4

Yantu Lixue/Rock and Soil Mechanics

Wei, Changfu

Capillary hysteresis,Mercury inject-withdrawal test,Porous media,Soil-water characteristic curve,Unsaturated soils
复杂水力路径下多孔介质非饱和流动的数值分析

Numerical analysis of unsaturated flow in porous media under complicated hydraulic path

中国科学院

2010

被引数:0

Yantu Lixue/Rock and Soil Mechanics

Wei, Changfu

Capillary hysteresis,Finite element method,Numerical simulation,Seepage analysis,Unsaturated flow
测量非饱和土土水特征曲线的改进称重流出法

A modified weighing-outflow method for measuring soil-water characteristic curve of unsaturated soils

中国科学院

2010

被引数:3

Yantu Lixue/Rock and Soil Mechanics

Wei, Changfu

Adjusted weighing outflow method,Pressure plate extractor,Soil water characteristic curve,Weighing outflow method,Weighing soil method

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