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 *

165 related articles for article (PubMed ID: 24683319)

  • 21. Determination of slope safety factor with analytical solution and searching critical slip surface with genetic-traversal random method.
    Niu WJ
    ScientificWorldJournal; 2014; 2014():950531. PubMed ID: 24782679
    [TBL] [Abstract][Full Text] [Related]  

  • 22. A Long-Term Monitoring Method of Corrosion Damage of Prestressed Anchor Cable.
    Li J; Wang C; Zhao Y
    Micromachines (Basel); 2023 Mar; 14(4):. PubMed ID: 37421031
    [TBL] [Abstract][Full Text] [Related]  

  • 23. Experimental Study on Mechanical and Sensing Properties of Smart Composite Prestressed Tendon.
    Dan D; Jia P; Li G; Niu P
    Materials (Basel); 2018 Oct; 11(11):. PubMed ID: 30366385
    [TBL] [Abstract][Full Text] [Related]  

  • 24. Equivalent deformation modulus of sandy pebble soil-Mathematical derivation and numerical simulation.
    Huang JZ; Xu GY; Wang Y; Ouyang XW
    Math Biosci Eng; 2019 Mar; 16(4):2756-2774. PubMed ID: 31137236
    [TBL] [Abstract][Full Text] [Related]  

  • 25. Engineering application of vacuum preloading combined with electroosmosis technique in excavation of soft soil on complex terrain.
    Sun Z; Geng J; Wei G; Li W
    PLoS One; 2023; 18(6):e0288026. PubMed ID: 37384784
    [TBL] [Abstract][Full Text] [Related]  

  • 26. Low-resistive vibratory penetration in granular media.
    Darbois Texier B; Ibarra A; Melo F
    PLoS One; 2017; 12(4):e0175412. PubMed ID: 28419123
    [TBL] [Abstract][Full Text] [Related]  

  • 27. Analysis of Four Types of Anchorage Devices for Prestressed Glulam Beam and Experimental Research.
    Li M; Wu M; Guo N; Mei L; Zhao Y
    Materials (Basel); 2021 Oct; 14(21):. PubMed ID: 34772020
    [TBL] [Abstract][Full Text] [Related]  

  • 28. Analysis of rainfall infiltration law in unsaturated soil slope.
    Zhang GR; Qian YJ; Wang ZC; Zhao B
    ScientificWorldJournal; 2014; 2014():567250. PubMed ID: 24672332
    [TBL] [Abstract][Full Text] [Related]  

  • 29. A GIS-based 3D slope stability analysis method based on the assumed normal stress on the slip surface.
    Yu G; Xie M; Liang J; Farooq A; Williams EJ
    Sci Rep; 2020 Mar; 10(1):4442. PubMed ID: 32157141
    [TBL] [Abstract][Full Text] [Related]  

  • 30. Using three-dimensional plant root architecture in models of shallow-slope stability.
    Danjon F; Barker DH; Drexhage M; Stokes A
    Ann Bot; 2008 May; 101(8):1281-93. PubMed ID: 17766845
    [TBL] [Abstract][Full Text] [Related]  

  • 31. Numerical analysis of the precursory information of slope instability process with constant resistance bolt.
    Chen F; Wang XB; Du YH; Tang CA
    Sci Rep; 2021 Nov; 11(1):21814. PubMed ID: 34750476
    [TBL] [Abstract][Full Text] [Related]  

  • 32. Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect.
    Jia J; Gao X; Bao X; Xiang X; Zhang L; Tu B
    Sci Rep; 2024 Mar; 14(1):7014. PubMed ID: 38528051
    [TBL] [Abstract][Full Text] [Related]  

  • 33. Experimental Validation of Deflections of Temporary Excavation Support Plates with the Use of 3D Modelling.
    Marek K; Wiesław B; Anna SG; Zbigniew W; Sławomir G
    Materials (Basel); 2022 Jul; 15(14):. PubMed ID: 35888323
    [TBL] [Abstract][Full Text] [Related]  

  • 34. Research on the Deformation Law of Foundation Excavation and Support Based on Fluid-Solid Coupling Theory.
    Xia R; Zhao Z; Wang R; Xu M; Ye S; Xu M
    Sensors (Basel); 2024 Jan; 24(2):. PubMed ID: 38257518
    [TBL] [Abstract][Full Text] [Related]  

  • 35. 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]  

  • 36. Push Force Analysis of Anchor Block of the Oil and Gas Pipeline in a Single-Slope Tunnel Based on the Energy Balance Method.
    Yan Y; Zhang L; Yan X
    PLoS One; 2016; 11(3):e0150964. PubMed ID: 26963097
    [TBL] [Abstract][Full Text] [Related]  

  • 37. Study on the influence of slope shape with numerical calculation models on slope safety during slope excavation.
    Wang Y; Xiong L; Wang H; Ji X; Zheng G
    PLoS One; 2023; 18(12):e0292461. PubMed ID: 38096221
    [TBL] [Abstract][Full Text] [Related]  

  • 38. A strain-based load identification model for beams in building structures.
    Hong K; Lee J; Choi SW; Kim Y; Park HS
    Sensors (Basel); 2013 Aug; 13(8):9909-20. PubMed ID: 23921825
    [TBL] [Abstract][Full Text] [Related]  

  • 39. A simplified approach for slope stability analysis of uncontrolled waste dumps.
    Turer D; Turer A
    Waste Manag Res; 2011 Feb; 29(2):146-56. PubMed ID: 20483879
    [TBL] [Abstract][Full Text] [Related]  

  • 40. Effects of equipment loadings on geosynthetic-lined slope behaviour.
    Park HI; Lee SR
    Waste Manag Res; 2005 Jun; 23(3):240-8. PubMed ID: 15988943
    [TBL] [Abstract][Full Text] [Related]  

    [Previous]   [Next]    [New Search]
    of 9.