BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

119 related articles for article (PubMed ID: 38519554)

  • 1. Quasi-3D slope stability analysis of waste dump based on double wedge failure.
    Chen C; Lv H; Cheng Z; Gao X; Cui X; Yue X
    Sci Rep; 2024 Mar; 14(1):6887. PubMed ID: 38519554
    [TBL] [Abstract][Full Text] [Related]  

  • 2. A hybrid method for quasi-three-dimensional slope stability analysis in a municipal solid waste landfill.
    Yu L; Batlle F
    Waste Manag; 2011 Dec; 31(12):2484-96. PubMed ID: 21840700
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Wedge method for landfill stability analysis considering temperature increase.
    Xu G; Shi J; Yang Y; Jiang Z
    Waste Manag Res; 2022 Apr; 40(4):383-392. PubMed ID: 34877894
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Safety assessment of slope on in-service dump under severe dry-wet cycles at high-altitude.
    Dong J; Jiang H; Yang D; Gao K
    Sci Rep; 2023 Oct; 13(1):16992. PubMed ID: 37813851
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Comparison of slope stability in two Brazilian municipal landfills.
    Gharabaghi B; Singh MK; Inkratas C; Fleming IR; McBean E
    Waste Manag; 2008; 28(9):1509-17. PubMed ID: 17897819
    [TBL] [Abstract][Full Text] [Related]  

  • 6. 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]  

  • 7. Study on deformation and failure characteristics of oblique-cut locked rock slope under rainfall conditions.
    Wang H; Yuan G; Huang Z; Dong J; Wei Y
    Sci Rep; 2024 Jun; 14(1):14159. PubMed ID: 38898168
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Research on the slip deformation characteristics and improvement measures of concrete-faced rockfill dams on dam foundations with large dip angles.
    Gao J; Han X; Han W; Dang F; Ren J; Xue H; Fang J
    Sci Rep; 2024 Apr; 14(1):8665. PubMed ID: 38622220
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Slope stability calculation method for highwall mining with open-cut mines.
    Jiang J; Lu Y; Wang D; Han X
    Sci Rep; 2022 Jan; 12(1):209. PubMed ID: 34997095
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Vegetation growth status as an early warning indicator for the spontaneous combustion disaster of coal waste dump after reclamation: An unmanned aerial vehicle remote sensing approach.
    Ren H; Zhao Y; Xiao W; Zhang J; Chen C; Ding B; Yang X
    J Environ Manage; 2022 Sep; 317():115502. PubMed ID: 35751291
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Effect of elevated temperature on solid waste shear strength and landfill slope stability.
    Shi J; Shu S; Ai Y; Jiang Z; Li Y; Xu G
    Waste Manag Res; 2021 Feb; 39(2):351-359. PubMed ID: 32933451
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Study on the control effect of local basement replacement on the stability of dump.
    Wang D; Yin L; Xing X
    PLoS One; 2023; 18(10):e0292901. PubMed ID: 37856494
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Influence of heterogeneity and elevated temperatures on the seismic translational stability of engineered landfills.
    Annapareddy VSR; Pain A; Sufian A; Godas S; Scheuermann A
    Waste Manag; 2023 Mar; 158():1-12. PubMed ID: 36623404
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Wedge filling and interface delocalization in finite Ising lattices with antisymmetric surface fields.
    Milchev A; Müller M; Binder K; Landau DP
    Phys Rev E Stat Nonlin Soft Matter Phys; 2003 Sep; 68(3 Pt 1):031601. PubMed ID: 14524775
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Study on safety and stability of high altitude dump under severe drying-wetting alternation.
    Dong J; Yang D; Mei Y; Gao K
    PLoS One; 2022; 17(8):e0273365. PubMed ID: 35984858
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Significance of the actual nonlinear slope geometry for catastrophic failure in submarine landslides.
    Puzrin AM; Gray TE; Hill AJ
    Proc Math Phys Eng Sci; 2015 Mar; 471(2175):20140772. PubMed ID: 25792958
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Global study on slope instability modes based on 62 municipal solid waste landfills.
    Zhang Z; Wang Y; Fang Y; Pan X; Zhang J; Xu H
    Waste Manag Res; 2020 Dec; 38(12):1389-1404. PubMed ID: 33008283
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Seismic Response Evaluation of High-Steep Slopes Supported by Anti-Slide Piles with Different Initial Damage Based on Shaking Table Test.
    Chen H; Jiang G; Zhao X; Zhu D; Liu Y; Tian H
    Materials (Basel); 2022 Jun; 15(11):. PubMed ID: 35683280
    [TBL] [Abstract][Full Text] [Related]  

  • 19. 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]  

  • 20. The Stability Analysis Method of the Cohesive Granular Slope on the Basis of Graph Theory.
    Guan Y; Liu X; Wang E; Wang S
    Materials (Basel); 2017 Feb; 10(3):. PubMed ID: 28772596
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 6.