Transportation Infrastructure Geotechnology
ISSN:2196-7202

Transportation Infrastructure Geotechnology

学科领域:工程技术
是否预警:不在预警名单内
是否OA:
录用周期:-
新锐分区:工程技术3区
年发文量:90
影响因子:2.3
JCR分区:Q2

基本信息

交通基础设施岩土工程提供了世界各地与交通相关的岩土工程的最新发展的科学概况。该杂志涵盖了所有类型的交通基础设施,包括桥梁、挡土墙、道路、高速公路、铁路、隧道、涵洞、海港、机场和相关设施。《日刊》中经过严格审查的研究论文和评论涉及范围广泛的主题,如土工技术设计、运输基础设施的建造和维护、运输设施的土方工程、土工材料和回收材料;用于路面、铁轨和机场的土工技术;土工合成材料及其应用、可持续性、绩效评估、修复、风险评估和环境问题。该杂志发表原创研究文章和评论。
2196-7202ESCI/Scopus收录
2.3
0
2026年3月发布
点击查看历史分区趋势    >
大类学科小类学科Top期刊综述期刊
工程技术3区
ENGINEERING, CIVIL 工程:土木
3区
ENGINEERING, GEOLOGICAL 工程:地质
4区
N/A
WOS期刊SCI分区  2024-2025最新升级版
按JIF指标学科分区收集子录JIF分区JIF排名百分位
学科:ENGINEERING, CIVIL
ESCI
Q2
83/184
学科:ENGINEERING, GEOLOGICAL
ESCI
Q3
34/65
按JCR指标学科分区收集子录JCR分区JCR排名百分位
学科:ENGINEERING, CIVIL
ESCI
Q2
69/185
学科:ENGINEERING, GEOLOGICAL
ESCI
Q3
35/65
暂无h-index数据
90
----Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
17.4%
时间预警情况
2026年03月发布的新锐学术版不在预警名单中
2025年03月发布的2025版不在预警名单中
2024年02月发布的2024版不在预警名单中
2023年01月发布的2023版不在预警名单中
2021年12月发布的2021版不在预警名单中
2020年12月发布的2020版不在预警名单中
100.00%9.75%-
CiteScore:4.20
SJR:0.442
SNIP:1.345
学科类别分区排名百分位
大类:Earth and Planetary Sciences
小类:Geotechnical Engineering and Engineering Geology
Q2
83 / 239
大类:Earth and Planetary Sciences
小类:Civil and Structural Engineering
Q2
141 / 407
大类:Earth and Planetary Sciences
小类:Environmental Engineering
Q2
95 / 219
大类:Earth and Planetary Sciences
小类:Transportation
Q2
67 / 152

期刊高被引文献

Permanent Deformation Prediction Model of Unbound Granular Materials for Flexible Pavement Design
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-00068-1
Characteristics of Geosynthetic Reinforced Soil (GRS) Walls: an Overview of Field-Scale Experiments and Analytical Studies
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00074-X
Seismic Soil Structure Interaction for Integral Abutment Bridges: a Review
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/s40515-019-00081-y
Assessment of the Load–Deformation Behaviour of Rubber Fibre–Reinforced Cemented Clayey Soil
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00073-Y
The Effect of Cyclic Load Characteristics on Unbound Granular Materials
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00070-1
Performance of Multi-Helix Pile Embedded in Organic Soil Under Pull-out Load
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-00069-0
A Study on Moisture Susceptibility of Foamed Bitumen Mix Containing Reclaimed Asphalt Pavement
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00072-Z
Probabilistic Approach for Development of Track Geometry Defects as a Function of Ground Penetrating Radar Measurements
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-0066-X
Performance Evaluation of Bituminous Paving Mixes Containing Sisal Fiber as an Additive
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00079-6
Modelling and Analysis of Rails on Viscoelastic Foundation Under a Moving Load
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00082-X
Investigation of the Correlation Between Track Geometry Defect Occurrence and Wood Tie Condition
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/s40515-019-00077-8
Correction to: Assessment of the Load–Deformation Behaviour of Rubber Fibre–Reinforced Cemented Clayey Soil
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00075-W
A Numerical Investigation of the Effect of Isotropic Spatially Variable Tensile Strength on Slope Stability
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/s40515-019-00080-z
A New Approach in Equivalent Spring-Dashpot Method for Seismic Soil-Structure Interaction Analysis of Long Bridges Including Non-uniform Excitations
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00076-9
Evaluating the Applicability of Geocell-Reinforced Dredged Sand Using Plate and Wheel Load Testing
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-00067-2

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