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- [1] Analysis on the Response of Ground Surface Settlement for a Metro Station during Construction Using the Pile-Beam-Arch (PBA) Method Subjected to Pore Pressure GEO-CHINA 2016: EMERGING TECHNOLOGIES IN TUNNEL ENGINEERING, MODELING, DESIGN, CONSTRUCTION, REPAIR, AND REHABILITATION, 2016, (260): : 243 - 250
- [4] Research on Surface Settlement of Subway Station Construction Using Pile-Beam-Arch Approach 6TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING, 2020, 455
- [5] Numerical Analysis of Metro Station Construction by Large-Diameter Shield and Pile-Beam-Arch Method ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 2711 - +
- [7] ANALYSIS OF THE INFLUENCE OF SIDE WALL OPENING ON THE ARCH STRUCTURE OF METRO STATION USING THE PILE-BEAM-ARCH METHOD CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2023, 33 (03): : 397 - 408
- [8] Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method Yantu Lixue/Rock and Soil Mechanics, 2012, 33 (SUPPL. 2): : 289 - 296
- [10] The Surface Settlement Law of Precipitation in Pile-Beam-Arch Station Adjacent to Pile Foundation KSCE Journal of Civil Engineering, 2023, 27 : 1441 - 1457