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 *

169 related articles for article (PubMed ID: 36837313)

  • 1. Experiment Study on the Influence of Density and Confining Pressure on Triaxial Shear Properties of Calcareous Sand.
    Zhang H; Ren H; Mu C; Wu X; Huang K; Wang F
    Materials (Basel); 2023 Feb; 16(4):. PubMed ID: 36837313
    [TBL] [Abstract][Full Text] [Related]  

  • 2. 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]  

  • 3. Enhancing geomechanical characteristics of calcium sulfoaluminate (CSA) cement-treated soil under low confining pressures.
    Ocheme JI; Kim J; Moon SW
    Sci Rep; 2024 May; 14(1):11618. PubMed ID: 38773225
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Experimental Study on Mechanical Properties and Permeability Characteristics of Calcareous Mudstone under Different Confining Pressures.
    Xu W; Qu X; Yan L; Ning Y
    Materials (Basel); 2024 Jun; 17(11):. PubMed ID: 38893995
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Multi-angle property analysis and stress-strain curve prediction of cementitious sand gravel based on triaxial test.
    Tian Q; Guo L; Zhang Y; Gao H; Li Z
    Sci Rep; 2024 Jul; 14(1):16400. PubMed ID: 39013923
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Dynamic Shear Modulus and Damping Ratio of Sand-Rubber Mixtures under Large Strain Range.
    Li J; Cui J; Shan Y; Li Y; Ju B
    Materials (Basel); 2020 Sep; 13(18):. PubMed ID: 32927873
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Study on the Strength and Failure Characteristics of Silty Mudstone Using Different Unloading Paths.
    Wang J; Zhang H; Qi S; Bian H; Long B; Duan X
    Materials (Basel); 2023 Jul; 16(14):. PubMed ID: 37512429
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Characteristics of Coal Porosity Changes before and after Triaxial Compression Shear Deformation under Different Confining Pressures.
    He H; Wang K; Pan J; Wang X; Wang Z
    ACS Omega; 2022 May; 7(19):16728-16739. PubMed ID: 35601307
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Shear strength characteristics of a sand clay liner.
    Dafalla M; Shaker A; Elkady T; Almajed A; Al-Shamrani M
    Sci Rep; 2020 Oct; 10(1):18226. PubMed ID: 33106512
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Experimental Static and Dynamic Characteristics of Recycled Waste Tire Rubber Particle-Cement-Sand Composite Soil.
    Li Z; Zhang L; Zhuang H; Wu Q
    Materials (Basel); 2022 Dec; 15(24):. PubMed ID: 36556743
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Study on the damage characteristics of gas-bearing shale under different unloading stress paths.
    Guo Y; Wang L; Chang X
    PLoS One; 2019; 14(11):e0224654. PubMed ID: 31693692
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Shear Strength Behaviors of Aeolian Sand Solidified by Microbially Induced Calcite Precipitation and Basalt Fiber Reinforcement.
    Li G; Liu J; Zhang J; Yang Y; Chen S
    Materials (Basel); 2023 Aug; 16(17):. PubMed ID: 37687550
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Experimental study on shear strength of saturated remolded loess.
    Lai J; Liu Y; Xiang Y; Wang W; Xu J; Cao B; Zhao D; Wei W; Bao H; Yan C; Lan H
    PLoS One; 2022; 17(7):e0271266. PubMed ID: 35834541
    [TBL] [Abstract][Full Text] [Related]  

  • 14. A Nonlinear Constitutive Model for Remoulded Fine-Grained Materials Used under the Qinghai-Tibet Railway Line.
    Dong L; Tian S; Yao C; Han X; Wang K
    Materials (Basel); 2022 Jul; 15(15):. PubMed ID: 35897552
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Experimental Study on Coupling Influence of Temperature and Confining Pressure to Deformation and Strength Characteristics of Rock-like Material with Pre-Existing Crack.
    Wang H; Wang Y; Fu X
    Materials (Basel); 2021 Dec; 14(24):. PubMed ID: 34947177
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Research on the Response Mechanism of Coal Rock Mass under Stress and Pressure.
    Shan P; Li W; Lai X; Zhang S; Chen X; Wu X
    Materials (Basel); 2023 Apr; 16(8):. PubMed ID: 37110071
    [TBL] [Abstract][Full Text] [Related]  

  • 17. An Experimental Investigation of the Mechanical Behavior and Particle Crushing Characteristic of Volcanic Soil.
    Liu XY; Wang CM; Liu HL; Wu D
    Materials (Basel); 2022 Aug; 15(15):. PubMed ID: 35955358
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Influence of sand content on mechanical properties of sand-silt mixtures from check dam deposits in the Loess Hilly of Ningxia, China.
    Chang L; Wang Y; Wang H
    PLoS One; 2023; 18(11):e0287552. PubMed ID: 37917593
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Experimental study on soil-water characteristics and strength characteristics of complete-intense weathering mudstone in seasonal frozen area.
    Guo H; Zhou R; Sun C; Lin Y; Wang Z
    PLoS One; 2023; 18(5):e0285484. PubMed ID: 37186592
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Creep behavior and long-term strength characteristics of pre-peak damaged sandstone under conventional triaxial compression.
    Hou R; Cui Q; Wu H; Shi Y
    Sci Rep; 2023 Mar; 13(1):3850. PubMed ID: 36890277
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 9.