Research progress and prospects of seismic performance on underground structure embedded in soft soil foundation

被引:0
|
作者
Cheng, Xuelei [1 ,2 ]
Li, Qiqi [1 ]
Hai, Ran [1 ,3 ]
Guo, Shuoshuo [1 ]
Xing, Xiaofan [1 ]
机构
[1] Zhongyuan Univ Technol, Sch Architectural & Civil Engn, Zhengzhou 450007, Henan, Peoples R China
[2] Dalian Maritime Univ, Sch Traff & Transportat Engn, Dalian 116026, Liaoning, Peoples R China
[3] Henan Univ Sci & Technol, Sch Mat Sci & Engn, Luoyang 471023, Henan, Peoples R China
来源
SCIENTIFIC REPORTS | 2024年 / 14卷 / 01期
基金
中国国家自然科学基金;
关键词
Soft soil ground; Subway station structure; Seismic analysis; Research progress; Research prospect; SHAKING-TABLE TESTS; RESPONSE CHARACTERISTICS; NUMERICAL-SIMULATION; DYNAMIC-RESPONSE; PILE FOUNDATION; SUBWAY STATION; TUNNEL; SITE;
D O I
10.1038/s41598-024-73122-3
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
For the complexity and difficulty of seismic research on subway station structure system embedded in soft soil foundation, the seismic research method is quite different from the ground structure. The methods of seismic research on subway station structures in soft soil were summarized, and relevant literature on this field in recent years were sorted out. The advanced progress of theoretical analysis and quasi-static simplification analysis, model test (shaking table test, centrifuge test), numerical simulation (the total stress method, the effective stress method), and dynamic reliability of underground structures were mainly introduced for seismic analysis of subway station embedded in the soft foundation. The advantages and disadvantages of each method and the development direction of this field were proposed briefly in order to better understand seismic analysis of underground structure engineering in soft soil.
引用
收藏
页数:15
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