A bibliometric review on stability and reinforcement of special soil subgrade based on CiteSpace

被引:25
作者
Wang, Haiying [1 ]
Zhang, Wei [1 ]
Zhang, Yingzhi [2 ]
Xu, Jian [3 ]
机构
[1] Changan Univ, Sch Construct Machinery, Xian 710064, Peoples R China
[2] Shaanxi Transportat Holding Grp Co Ltd, Xian 710075, Peoples R China
[3] Xian Univ Sci & Technol, Sch Management, Xian 710054, Peoples R China
关键词
Road engineering; Special soil subgrade; Research hotspots; CiteSpace; Visualization analysis; HIGH-SPEED RAILWAY; SWELL-SHRINK; EMBANKMENT; BEHAVIOR; ROAD; CLAY; PERFORMANCE; PERMAFROST; SETTLEMENT; PAVEMENT;
D O I
10.1016/j.jtte.2021.07.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To establish a scientific foundation for further studies and to better understand special soil subgrade research foci and development directions, a visualization analysis of 2601 and 2102 article from 2005 to 2019 was conducted based on the China National Knowledge Infrastructure (CNKI) and Web of Science (WOS) core databases. Time distribution feature, country/region distribution, organization distribution, main source journal distribution, research hotspots and frontier of literature are all analyzed, and the knowledge domain maps are plotted with CiteSpace visualization software. It was found that from 2005 to 2019, the analysis uncovered that China, USA, Australia, Iran and India as the top five most productive countries publishing about subgrade stability and reinforcement with special soil, but results from the USA are the most influential ones in this field, the national/regional quantitative analysis showed that the density of international co-occurrence network is higher than that of China, which indicated that the international research on the subgrade stability and reinforcement with special soil is relatively concentrated, and the CNKI research was focused on dynamic compaction methods, adding CFG pile and geogrid to strengthen the soil sub grade and the WOS researches were focused on the use of geosynthetics to strengthen the subgrade. The current researches of CNKI were revealed to be the compression and deformation characteristics of lightweight foam soil fill subgrade whereas soft soil subgrade problems and numerical analysis methods were the current research foci in the WOS. (C) 2022 Periodical Offices of Chang'an University. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY-NC ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:223 / 243
页数:21
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