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 *

112 related articles for article (PubMed ID: 38616200)

  • 21. Experimental study on the shear performance of an anchor cable with a C-shaped tube anchored flat structural plane.
    Tong X; Shan R; Liu N; Liu D; Wei Y
    Sci Rep; 2023 Jan; 13(1):797. PubMed ID: 36646796
    [TBL] [Abstract][Full Text] [Related]  

  • 22. The Confinement-Affected Strength Variety of Anisotropic Rock Mass.
    Guo S; Qi S; Zheng B; Xue L; Wang X; Liang N; Zou Y; Tang F; Faisal WM; Wen W; Li Y; Yu X
    Materials (Basel); 2022 Nov; 15(23):. PubMed ID: 36499940
    [TBL] [Abstract][Full Text] [Related]  

  • 23. Evolution of Shear Surface Morphology of Jointed Rock Masses Based on Gaussian Filtering Method under Freeze-Thaw Cycles.
    Lei D; Chen Y; Lin H; Zhang C; Lu Z; Wang G; Zhang Y
    Materials (Basel); 2022 Jun; 15(12):. PubMed ID: 35744287
    [TBL] [Abstract][Full Text] [Related]  

  • 24. Investigating the Effects of Cement and Polymer Grouting on the Shear Behavior of Rock Joints.
    Abolfazli M; Bazli M; Heydari H; Fahimifar A
    Polymers (Basel); 2022 Mar; 14(6):. PubMed ID: 35335559
    [TBL] [Abstract][Full Text] [Related]  

  • 25. Analysis of fracture deformation field and energy evolution of granite after high confining pressure cyclic load pre-damage.
    Yang D; Hu J; Wen G; Zeng P
    R Soc Open Sci; 2021 Jun; 8(6):201966. PubMed ID: 34113448
    [TBL] [Abstract][Full Text] [Related]  

  • 26. Numerical simulations on shear behaviour of rock joint network under constant normal stiffness conditions.
    Han G; Xiang J; Chen Z; Cheng Z; Zhou Y; Tang Q; Gao Y
    PLoS One; 2023; 18(4):e0284598. PubMed ID: 37083636
    [TBL] [Abstract][Full Text] [Related]  

  • 27. Experimental Study on Shear Behavior of Rock Composite Material under Normal Unloading Conditions.
    Liu B; Chen Y; Lin H; Cao R; Zhang S
    Materials (Basel); 2023 Jan; 16(3):. PubMed ID: 36770239
    [TBL] [Abstract][Full Text] [Related]  

  • 28. Strength Restoration of Cracked Sandstone and Coal under a Uniaxial Compression Test and Correlated Damage Source Location Based on Acoustic Emissions.
    Feng X; Zhang N; Zheng X; Pan D
    PLoS One; 2015; 10(12):e0145757. PubMed ID: 26714324
    [TBL] [Abstract][Full Text] [Related]  

  • 29. Dynamic mechanical characteristics and failure mode of serpentine under a three-dimensional high static load and frequent dynamic disturbance.
    Wang C; Cheng LP; Wang C; Xiong ZQ; Wei SM
    PLoS One; 2019; 14(9):e0222684. PubMed ID: 31545836
    [TBL] [Abstract][Full Text] [Related]  

  • 30. Research on crack evolution law and macroscopic failure mode of joint Phyllite under uniaxial compression.
    Xu J; Fei D; Yu Y; Cui Y; Yan C; Bao H; Lan H
    Sci Rep; 2021 Feb; 11(1):4196. PubMed ID: 33603044
    [TBL] [Abstract][Full Text] [Related]  

  • 31. Shear characteristics and shear strength model of rock mass structural planes.
    Dong S; Peng Y; Lu Z; Zhang H; Hou W; Su A
    Sci Rep; 2022 Aug; 12(1):13637. PubMed ID: 35948621
    [TBL] [Abstract][Full Text] [Related]  

  • 32. A damage constitutive model of layered slate under the action of triaxial compression and water environment erosion.
    Jia J; Tao T; Tian X; Xie C; Jian B; Li G
    Sci Rep; 2024 Apr; 14(1):8445. PubMed ID: 38600257
    [TBL] [Abstract][Full Text] [Related]  

  • 33. Experimental and constitutive model study on the mechanical properties of a structural plane of a rock mass under dynamic disturbance.
    Yu Y; Yang Y; Liu J; Wang P; Zhang S; Wang Z; Zhao S
    Sci Rep; 2022 Dec; 12(1):21238. PubMed ID: 36481687
    [TBL] [Abstract][Full Text] [Related]  

  • 34. Analysis of Electrical Resistivity Characteristics and Damage Evolution of Soil-Rock Mixture under Triaxial Shear.
    Zhao M; Chen S; Wang K; Liu G
    Materials (Basel); 2023 May; 16(10):. PubMed ID: 37241326
    [TBL] [Abstract][Full Text] [Related]  

  • 35. Triaxial Creep Mechanical Behaviors and Creep Damage Model of Dolomitic Limestone Material under Multi-Stage Incremental Loading.
    Wang X; Wei W; Niu Y; Xia C; Song L; Han G; Zhu Z
    Materials (Basel); 2023 Feb; 16(5):. PubMed ID: 36903034
    [TBL] [Abstract][Full Text] [Related]  

  • 36. Study on reasonable anchorage length based on failure mechanism of the bolt anchorage system.
    Wang M; Shang L; Zhang B; Li Y; Su J; Wang S
    Sci Rep; 2023 Dec; 13(1):22915. PubMed ID: 38129476
    [TBL] [Abstract][Full Text] [Related]  

  • 37. Experimental and DEM-Based Numerical Studies on the Shearing Characteristics of Talus-like Rock Mass.
    Li X; Zhang Z; Yi Y; Wang S
    Materials (Basel); 2022 Sep; 15(18):. PubMed ID: 36143683
    [TBL] [Abstract][Full Text] [Related]  

  • 38. Experimental investigation on rockburst behavior of the rock-coal-bolt specimen under different stress conditions.
    Wu GS; Yu WJ; Zuo JP; Li CY; Li JH; Du SH
    Sci Rep; 2020 May; 10(1):7556. PubMed ID: 32371999
    [TBL] [Abstract][Full Text] [Related]  

  • 39. Effects of Gouge Fill on Elastic Wave Propagation in Equivalent Continuum Jointed Rock Mass.
    Kim JW; Chong SH; Cho GC
    Materials (Basel); 2021 Jun; 14(12):. PubMed ID: 34207632
    [TBL] [Abstract][Full Text] [Related]  

  • 40. Experimental study on the effect of grouting reinforcement on the shear strength of a fractured rock mass.
    Wang C; Li X; Xiong Z; Wang C; Su C; Zhang Y
    PLoS One; 2019; 14(8):e0220643. PubMed ID: 31404074
    [TBL] [Abstract][Full Text] [Related]  

    [Previous]   [Next]    [New Search]
    of 6.