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 *

179 related articles for article (PubMed ID: 34770521)

  • 1. 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]  

  • 2. 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]  

  • 3. Analysis of vertically loaded piles considering crushing characteristics of crushed stones.
    Jiang C; Li Y; He JL
    PLoS One; 2019; 14(7):e0219003. PubMed ID: 31295272
    [TBL] [Abstract][Full Text] [Related]  

  • 4. 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]  

  • 5. 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]  

  • 6. The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups.
    You Z; Chen Y
    Sensors (Basel); 2018 Feb; 18(2):. PubMed ID: 29415462
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Multi-scale study of load-bearing mechanism of uplift piles based on model tests and numerical simulations.
    Fang J; Lin S; Liu K
    Sci Rep; 2023 Apr; 13(1):6410. PubMed ID: 37076547
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Buckling stability analysis of underpinning piles during basement excavation beneath existing buildings.
    Shan H; Yang J; Hu Z; He S
    Sci Rep; 2022 May; 12(1):8138. PubMed ID: 35581199
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Fiber Bragg Grating Sensors for Pile Jacking Monitoring in Clay Soil.
    Wang Y; Liu X; Zhang M; Bai X; Mou B
    Sensors (Basel); 2020 Sep; 20(18):. PubMed ID: 32937861
    [TBL] [Abstract][Full Text] [Related]  

  • 10. 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]  

  • 11. Effects of the tip location on single piles subjected to surcharge and axial loads.
    Lv Y; Ding X; Wang D
    ScientificWorldJournal; 2013; 2013():149706. PubMed ID: 24459418
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Development of p-y curves of laterally loaded piles in cohesionless soil.
    Khari M; Kassim KA; Adnan A
    ScientificWorldJournal; 2014; 2014():917174. PubMed ID: 24574932
    [TBL] [Abstract][Full Text] [Related]  

  • 13. 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]  

  • 14. 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]  

  • 15. Uplift resistance capacity of anchor piles used in marine aquaculture.
    Gui F; Kong J; Feng D; Qu X; Zhu F; You Y
    Sci Rep; 2021 Oct; 11(1):20321. PubMed ID: 34645919
    [TBL] [Abstract][Full Text] [Related]  

  • 16. 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]  

  • 17. 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]  

  • 18. Effect of passive pile on 3D ground deformation and on active pile response.
    Yuan B; Chen R; Teng J; Peng T; Feng Z
    ScientificWorldJournal; 2014; 2014():904186. PubMed ID: 25250391
    [TBL] [Abstract][Full Text] [Related]  

  • 19. 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]  

  • 20. 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]  

    [Next]    [New Search]
    of 9.