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 *

150 related articles for article (PubMed ID: 36443442)

  • 1. Study on time effect of residual pressure and bearing characteristics of jacked pile in saturated silt foundation.
    Jiu YZ; Zhang XY; Zhu YZ; Zhang Z; Tian GH
    Sci Rep; 2022 Nov; 12(1):20525. PubMed ID: 36443442
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Application of Miniature FBG-MEMS Pressure Sensor in Penetration Process of Jacked Pile.
    Liu X; Wang Y; Zhang M
    Micromachines (Basel); 2020 Sep; 11(9):. PubMed ID: 32967090
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Research on the bearing behavior of single pile in self-weight collapsible loess areas.
    Gao D; Zhao K; Ma B; Han Z; Fan J
    PLoS One; 2023; 18(8):e0290878. PubMed ID: 37651427
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force.
    Zhanfang H; Xiaohong B; Chao Y; Yanping W
    PLoS One; 2020; 15(3):e0229532. PubMed ID: 32191717
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Test and Study of Pipe Pile Penetration in Cohesive Soil Using FBG Sensing Technology.
    Wang Y; Liu X; Zhang M; Sang S; Bai X
    Sensors (Basel); 2020 Mar; 20(7):. PubMed ID: 32235656
    [TBL] [Abstract][Full Text] [Related]  

  • 6. 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]  

  • 7. Static characteristics study of pile-soil interaction under vertical electroosmosis.
    Zhong F; Qi C; Zhou Z; Zhang Z
    Heliyon; 2023 Apr; 9(4):e15209. PubMed ID: 37089363
    [TBL] [Abstract][Full Text] [Related]  

  • 8. A Model Test for the Influence of Lateral Pressure on Vertical Bearing Characteristics in Pile Jacking Process Based on Optical Sensors.
    Wang Y; Liu X; Sang S; Zhang M; Wang P
    Sensors (Basel); 2020 Mar; 20(6):. PubMed ID: 32244884
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Model test study of bridge pile horizontal bearing behavior under landslide deformation.
    Zhao YY; Fu HY; Yang T; Zhou MZ; Li H
    Sci Rep; 2024 Jul; 14(1):15043. PubMed ID: 38951582
    [TBL] [Abstract][Full Text] [Related]  

  • 10. A method of calculating the bearing capacity of sand pile composite foundations in a mucky soil layer considering consolidation.
    Zhang Y; Liu Y; Luo H; Chen P; Li D; Liu E; Yang B
    Sci Rep; 2021 Aug; 11(1):16962. PubMed ID: 34417482
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Analysis on the synergistic variation law of pile refreezing process and bearing capacity based on high-strain dynamic test method.
    Yu D; Cao Y; Zhao Q
    Sci Rep; 2023 Nov; 13(1):19106. PubMed ID: 37925579
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Field Test of Excess Pore Water Pressure at Pile-Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor.
    Wang Y; Liu X; Zhang M; Yang S; Sang S
    Sensors (Basel); 2020 May; 20(10):. PubMed ID: 32429347
    [TBL] [Abstract][Full Text] [Related]  

  • 13. The Transverse Bearing Characteristics of the Pile Foundation in a Calcareous Sand Area.
    Hu H; Luo L; Lei G; Guo J; He S; Hu X; Guo P; Gong X
    Materials (Basel); 2022 Sep; 15(17):. PubMed ID: 36079557
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Assessment of Stress in the Soil Surrounding the Axially Loaded Model Pile by Thin, Flexible Sensors.
    Żarkiewicz K; Qatrameez W
    Sensors (Basel); 2021 Oct; 21(21):. PubMed ID: 34770521
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Vertical compressive bearing performance and optimization design method of large-diameter manually-excavated rock-socketed cast-in-place piles.
    Zhao X; Yan N; Bai X; Sang S; Chen X; Zhang Y; Zhang M
    Sci Rep; 2023 Aug; 13(1):14234. PubMed ID: 37648702
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Study on the vertical bearing performances of piles on karst cave.
    Chen H; Feng Z; Wu M; Zhou G; Chen L; Zhang C
    Sci Rep; 2023 Mar; 13(1):4944. PubMed ID: 36973357
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Dynamic response of a large-diameter end-bearing pile in permafrost.
    Li Q; Zhang Y; Chen C; Wen M; Guan W; Duan W
    Sci Rep; 2024 Jan; 14(1):582. PubMed ID: 38182634
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Finite element simulation study on vertical bearing characteristics of single pile with ram-compacted bearing sphere.
    Bai L; Gong S; Xu L; Bai X; Huang Z
    PLoS One; 2023; 18(9):e0291719. PubMed ID: 37733755
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Study on Vertical Bearing Capacity of Pile Foundation with Distributed Geopolymer Post-Grouting on Pile Side.
    Li P; Xia Y; Xie X; Wang J; Wang C; Shi M; Wang B; Wu H
    Materials (Basel); 2024 Jan; 17(2):. PubMed ID: 38255565
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Assessment of the Shear Strength of Pile-to-Soil Interfaces Based on Pile Surface Topography Using Laser Scanning.
    Muszyński Z; Wyjadłowski M
    Sensors (Basel); 2019 Feb; 19(5):. PubMed ID: 30818847
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 8.