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 *

221 related articles for article (PubMed ID: 31947668)

  • 1. Numerical Analysis of Stress and Temperature Fields in a Composite Stratum Based on a New Method of Shield Construction for Safety and Environmental Protection.
    Dai W; Xia Y; Ning B; Yang M
    Int J Environ Res Public Health; 2020 Jan; 17(2):. PubMed ID: 31947668
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Analysis of face stability during excavation of Double-O-Tube shield tunnel.
    Yang Y; Zhou Q; Li H; Huang X; Tu X
    ScientificWorldJournal; 2013; 2013():781968. PubMed ID: 24174917
    [TBL] [Abstract][Full Text] [Related]  

  • 3. 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]  

  • 4. Research on dynamic characteristics of cutter breaking frozen soil and optimal drum rotation speed of the new shaft tunneling machine.
    Chen XM; Yang Z; Jiao HZ; Zhang JL; Wang J; Sun JY
    Sci Rep; 2024 Mar; 14(1):5807. PubMed ID: 38461163
    [TBL] [Abstract][Full Text] [Related]  

  • 5. 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]  

  • 6. Measurement and analysis of surface settlement caused by construction of quasi-rectangular shield tunnel in rich water-sand stratum.
    Ding YG; Huang C; Ma SJ; Hong KR; Xu QK; Yan MJ
    Sci Rep; 2024 Oct; 14(1):24497. PubMed ID: 39424843
    [TBL] [Abstract][Full Text] [Related]  

  • 7. On-site measurement and environmental impact of vibration caused by construction of double-shield TBM tunnel in urban subway.
    Wang Z; Jiang Y; Shao X; Liu C
    Sci Rep; 2023 Oct; 13(1):17689. PubMed ID: 37848602
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Method for real-time prediction of cutter wear during shield tunnelling: A new wear rate index and MCNN-GRU.
    Zhang N; Zhao LS
    MethodsX; 2023; 10():102017. PubMed ID: 36713303
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Experimental and numerical investigation of the TBM disc cutter wear using a new tunnel boring machine laboratory simulator.
    Chakeri H; Darbor M; Shakeri H; Mousapour H; Mohajeri V
    Heliyon; 2024 Sep; 10(17):e37148. PubMed ID: 39286142
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Calculation of additional load and deformation of the receiving well enclosure structure caused by shield tunneling.
    Xin L; Chen LG; Li T; Yu YL; Wu B
    PLoS One; 2024; 19(4):e0297912. PubMed ID: 38573995
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Construction practice of water conveyance tunnel among complex geotechnical conditions: a case study.
    Duan K; Zhang G; Sun H
    Sci Rep; 2023 Sep; 13(1):15037. PubMed ID: 37699948
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Calculation model of the equivalent spiral shear stress of conditioned sand.
    Li X; Tan N
    PLoS One; 2019; 14(3):e0212923. PubMed ID: 30865686
    [TBL] [Abstract][Full Text] [Related]  

  • 13. 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]  

  • 14. Comparison of the specific energies of sinusoidal VCS cutter rings and CCS cutter rings in breaking rock-like materials based on the FEM.
    Zhao JL; Zhu XY; Zhang H; Xu HL; Yang S; Wu P; You XM
    Sci Rep; 2024 Apr; 14(1):8142. PubMed ID: 38584177
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Pose Determination of the Disc Cutter Holder of Shield Machine Based on Monocular Vision.
    Peng D; Zhu G; Zhang D; Xie Z; Liu R; Hu J; Liu Y
    Sensors (Basel); 2022 Jan; 22(2):. PubMed ID: 35062428
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Analysis for bearing performance and construction mechanical behavior of supporting structure for the large cross-section tunnel by half bench CD method.
    Zhao R
    PLoS One; 2021; 16(8):e0255511. PubMed ID: 34358266
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Comparative research on the pipe-soil frictional resistances of circular and rectangular pipe sections during trenchless pipe jacking.
    Wen J; Zhang P; Xiang T
    PLoS One; 2024; 19(2):e0297537. PubMed ID: 38329964
    [TBL] [Abstract][Full Text] [Related]  

  • 18. A New Strategy for Disc Cutter Wear Status Perception Using Vibration Detection and Machine Learning.
    Pu X; Jia L; Shang K; Chen L; Yang T; Chen L; Gao L; Qian L
    Sensors (Basel); 2022 Sep; 22(17):. PubMed ID: 36081145
    [TBL] [Abstract][Full Text] [Related]  

  • 19. A multistage model for rapid identification of geological features in shield tunnelling.
    Hu M; Lu J; Zhou W; Xu W; Wu Z
    Sci Rep; 2023 Jan; 13(1):1799. PubMed ID: 36720996
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration.
    Zhan-Fang H; Bai XH; Yin C; Liu YQ
    PLoS One; 2021; 16(3):e0248502. PubMed ID: 33730066
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 12.