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 *

188 related articles for article (PubMed ID: 35321457)

  • 1. Study on Behavior and Bearing Capacity Computation Method of Shallow Rock-Socketed Short Piles Based on the Self-Balanced Loading Test.
    Liu J; Shao X; Huang X; Cao G
    Comput Intell Neurosci; 2022; 2022():7272219. PubMed ID: 35321457
    [TBL] [Abstract][Full Text] [Related]  

  • 2. 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]  

  • 3. Experimental study of the effects of the void located at the pile tip on the load capacity of rock-socketed piles.
    Zhao X; Melentijevic S; Shen Y; Sun Z; Wang K; Xu J; Li Z
    Sci Rep; 2024 Jul; 14(1):15795. PubMed ID: 38982275
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Two-dimensional study of the inclusions of skirt sand and deep cement piles to improve the load‒displacement behavior of circular foundations on soft clay soil.
    Ahmad H
    Heliyon; 2023 Feb; 9(2):e13627. PubMed ID: 36879749
    [TBL] [Abstract][Full Text] [Related]  

  • 5. 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]  

  • 6. 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]  

  • 7. The characteristic properties of waste rock piles in terms of metal leaching.
    Liu ZS; Huang C; Ma L; Dy E; Xie Z; Tufa K; Fisher EA; Zhou J; Morin K; Aziz M; Meints C; O'Kane M; Tallon L
    J Contam Hydrol; 2019 Oct; 226():103540. PubMed ID: 31434016
    [TBL] [Abstract][Full Text] [Related]  

  • 8. A case study on the bearing characteristics of a bottom uplift pile in a layered foundation.
    He L; Chen X; Wang Z; Han Y; Su T; Dai G; Zhang E; Long Z
    Sci Rep; 2022 Dec; 12(1):22457. PubMed ID: 36577782
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Calculation model and bearing capacity optimization method for the soil settlement between piles in geosynthetic-reinforced pile-supported embankments based on the membrane effect.
    Liu Z; Zhang A; Xu J; Zhou C; Zhang L
    PLoS One; 2021; 16(8):e0256190. PubMed ID: 34398920
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study.
    Guo Y; Cai X; Gu M
    Materials (Basel); 2023 Aug; 16(17):. PubMed ID: 37687435
    [TBL] [Abstract][Full Text] [Related]  

  • 11. 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]  

  • 12. Empirical Shaft Resistance of Driven Piles Penetrating Weak Rock.
    Barrett JW; Prendergast LJ
    Rock Mech Rock Eng; 2020; 53(12):5531-5543. PubMed ID: 33239836
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Evaluating screw-shaft pile composite foundations in round Gravelly soil: A study using model tests and numerical simulations.
    Yang T; Zheng W; Xie Y; Zhang H; Yue X
    Heliyon; 2023 Oct; 9(10):e20887. PubMed ID: 37876435
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Analysis of the Bearing Capacity of Helical Pile with Hexagonal Joints.
    Kim D; Baek K; Park K
    Materials (Basel); 2018 Oct; 11(10):. PubMed ID: 30279381
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Study on the rupture surface morphology and ultimate bearing capacity of a self-anchored test pile.
    Zhu L; Ma H
    Sci Rep; 2022 Sep; 12(1):16382. PubMed ID: 36180569
    [TBL] [Abstract][Full Text] [Related]  

  • 16. 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]  

  • 17. Study on load-bearing characteristics of a new pile group foundation for an offshore wind turbine.
    Lang R; Liu R; Lian J; Ding H
    ScientificWorldJournal; 2014; 2014():394104. PubMed ID: 25250375
    [TBL] [Abstract][Full Text] [Related]  

  • 18. 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]  

  • 19. Mechanism of Rapid Curing Pile Formation on Shoal Foundation and Its Bearing Characteristic.
    Li W; Liu F; Tan Y; Chen M; Cai Y; Qian J
    Materials (Basel); 2024 May; 17(10):. PubMed ID: 38793482
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Study on the Nodal Composite Bearing Performance of Nontruncated PHC Pipe Pile and Bearing Platform.
    Liu Y; Guo Z; He W; Ge X; Sun J
    Materials (Basel); 2024 Jul; 17(13):. PubMed ID: 38998300
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 10.