These tools will no longer be maintained as of December 31, 2024. Archived website can be found here. PubMed4Hh GitHub repository can be found here. Contact NLM Customer Service if you have questions.


BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

117 related articles for article (PubMed ID: 39309802)

  • 1. Study of the influence of spatial effects on the ground surface and buildings in a two-lane tunnel boring.
    Chen Z; Xiang W; Hu Z; Li M; Wang J; Hou D; Huang Z
    Heliyon; 2024 Sep; 10(18):e37667. PubMed ID: 39309802
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Analysis of factors influencing surface settlement during shield construction of a double-line tunnel in a mudstone area.
    Yuan C; Zhang M; Ji S; Li J; Jin L
    Sci Rep; 2022 Dec; 12(1):22606. PubMed ID: 36585463
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Research on the deformation laws of buildings adjacent to shield tunnels in clay strata.
    Cai L; Shi K; Jiang F; Chen G; Xiao Z; Zheng C; Zhang S; Wu Y
    Sci Rep; 2024 Jan; 14(1):265. PubMed ID: 38167851
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Monitored deformation data during the construction of an urban subway.
    Hao X; Wang B; Wang H
    Data Brief; 2020 Apr; 29():105126. PubMed ID: 32055656
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Development of the safety control framework for shield tunneling in close proximity to the operational subway tunnels: case studies in mainland China.
    Li X; Yuan D
    Springerplus; 2016; 5():527. PubMed ID: 27186491
    [TBL] [Abstract][Full Text] [Related]  

  • 6. The influence of existing piles on station settlement during the construction of a tunnel undercrossing under existing stations.
    Ma B; Wu S; Chen Q; Liang E; Li X
    Sci Rep; 2024 Jun; 14(1):14024. PubMed ID: 38890344
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Longitudinal Deformation of Deep Shield Tunnels Caused by Upper Load Reduction.
    Zheng J; He S; Li Y; He J; He J
    Materials (Basel); 2021 Jun; 14(13):. PubMed ID: 34209715
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Surface settlement law of double-hole pipe-jacking tunnel undercrossing expressway.
    Deng M; Ding F; Liu Y; Huang X; He Y; Zhao J
    Sci Rep; 2023 Nov; 13(1):19286. PubMed ID: 37935726
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Railway track settlement patterns and control measures for multi-tunnel construction underneath a station track group: a case study.
    Li P; Lu F; Huang H; Qiu W
    Sci Rep; 2024 Jun; 14(1):14474. PubMed ID: 38914615
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Vibration response of piles at different distances induced by shield tunneling in hard rock strata.
    Wang Y; Ma Y; Wang R; Ding B; Yu S
    Sci Rep; 2024 Sep; 14(1):21723. PubMed ID: 39289486
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Study of Surface Displacements on Tunnelling under Buildings Using 3DEC Numerical Modelling.
    Rebello N; Sastry VR; Shivashankar R
    Int Sch Res Notices; 2014; 2014():828792. PubMed ID: 27437472
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Analysis and Prediction of Subway Tunnel Surface Subsidence Based on Internet of Things Monitoring and BP Neural Network.
    Wang B; Zhang J; Zhang L; Yan S; Ma Q; Li W; Jiao M
    Comput Intell Neurosci; 2022; 2022():9447897. PubMed ID: 35607475
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Study on the effect of excavation sequence of three-hole shield tunnel on surface settlement and segment deformation.
    Wang Y; Dai F; Ding B; Zhong M; Zhang H
    Sci Rep; 2023 Oct; 13(1):16971. PubMed ID: 37806977
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Simulation analysis of the effect of single-chamber double-line pipe jacking through different soil materials on surface uplift and subsidence.
    Jia X; Jiao Z; Liu S; Zhang H; Shang B
    PLoS One; 2022; 17(10):e0276366. PubMed ID: 36269728
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Study on deformation of tunnel pile foundation based on discrete element method and finite difference method.
    Zhao Z; Zhang Y; Dai F
    PLoS One; 2024; 19(7):e0307405. PubMed ID: 39024401
    [TBL] [Abstract][Full Text] [Related]  

  • 16. 3D numerical investigation of the interaction between interchange tunnels at different angles.
    Fang Y; Ni D; Cai F; Lu S; Weng Z
    Heliyon; 2024 Mar; 10(5):e27394. PubMed ID: 38495205
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Numerical analysis and application of the construction method for the small interval tunnel in the turn line of metro.
    Song Z; Tian X; Liu Q; Zhang Y; Li H; Zhou G
    Sci Prog; 2020; 103(3):36850420932067. PubMed ID: 32597711
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Mechanical response analysis of primary support for shallow buried loess tunnel under surface surcharge.
    Han B; Feng W; Gao R; Zhu H; Jia W
    Sci Rep; 2024 Sep; 14(1):22383. PubMed ID: 39333215
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Structural monitoring of metro infrastructure during shield tunneling construction.
    Ran L; Ye XW; Ming G; Dong XB
    ScientificWorldJournal; 2014; 2014():784690. PubMed ID: 25032238
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Analysis of the underlying shield tunnel deformation caused by a newly built channel.
    Sun Y; Su YY; Zhang TL; Song DW; Zhao YQ; Zhai Q
    Sci Rep; 2024 Oct; 14(1):23569. PubMed ID: 39384962
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 6.