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 *

166 related articles for article (PubMed ID: 35073348)

  • 1. Experimental investigation of the creep behaviour of remoulded loess under different levels of compactness.
    Tang H; Luo J; Duan Z; Wang D; Qi S
    PLoS One; 2022; 17(1):e0262456. PubMed ID: 35073348
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Comparison and quantitative analysis of microstructure parameters between original loess and remoulded loess under different wetting-drying cycles.
    Ni WK; Yuan KZ; Lü XF; Yuan ZH
    Sci Rep; 2020 Mar; 10(1):5547. PubMed ID: 32218489
    [TBL] [Abstract][Full Text] [Related]  

  • 3. On characteristics of K
    Liu X; Xu X; Huang L; Wei X; Lan H
    Sci Rep; 2024 May; 14(1):12384. PubMed ID: 38811601
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Effect of straw reinforcement on the shearing and creep behaviours of Quaternary loess.
    Xue ZF; Cheng WC; Wang L
    Sci Rep; 2021 Oct; 11(1):19926. PubMed ID: 34620918
    [TBL] [Abstract][Full Text] [Related]  

  • 5. 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]  

  • 6. Investigation of Changes to Triaxial Shear Strength Parameters and Microstructure of Yili Loess with Drying-Wetting Cycles.
    Hao R; Zhang Z; Guo Z; Huang X; Lv Q; Wang J; Liu T
    Materials (Basel); 2021 Dec; 15(1):. PubMed ID: 35009401
    [TBL] [Abstract][Full Text] [Related]  

  • 7. 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]  

  • 8. A simplified log creep model for describing triaxial creep of mélange rocks.
    Oh H; Wang X; Wu M; Jon J; Liu F; Zeng T; Liu Z
    Heliyon; 2023 Jun; 9(6):e17529. PubMed ID: 37408927
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Research on dynamic creep strain and settlement prediction under the subway vibration loading.
    Luo J; Miao L
    Springerplus; 2016; 5(1):1252. PubMed ID: 27536535
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Shear creep mechanical properties and damage model of mudstone in open-pit coal mine.
    Li G; Wang Y; Hu Y; Wang D; Yang X; Li Y; Zhou Z; Zhang S
    Sci Rep; 2022 Mar; 12(1):5148. PubMed ID: 35338163
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Real-Time Monitoring Method for Layered Compaction Quality of Loess Subgrade Based on Hydraulic Compactor Reinforcement.
    Xu T; Zhou Z; Yan R; Zhang Z; Zhu L; Chen C; Xu F; Liu T
    Sensors (Basel); 2020 Jul; 20(15):. PubMed ID: 32752032
    [TBL] [Abstract][Full Text] [Related]  

  • 12. 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]  

  • 13. A new shear creep damage model for rock masses after considering initial damage.
    Hu B; Wang Z; Li J; Wei E; Ma L; Liu J; Xiaobo Y
    PLoS One; 2023; 18(3):e0280793. PubMed ID: 36972268
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Determination of the parameters of rock viscoelastic creep model and analysis of parameter degradation.
    Zheng Z; Yang Y; Pan C
    Sci Rep; 2023 Apr; 13(1):5739. PubMed ID: 37029171
    [TBL] [Abstract][Full Text] [Related]  

  • 15. The creep model based on nonlinear Newton body under different temperature conditions.
    Zhang L; Wei X; Zhang Y
    Sci Rep; 2023 Mar; 13(1):4822. PubMed ID: 36964243
    [TBL] [Abstract][Full Text] [Related]  

  • 16. An isochronous stress ratio logarithmic strain curve based clay creep model considering the effects of hardening and damage.
    Wang P; Tang Y; Ren P; Zhang H
    Sci Rep; 2024 Mar; 14(1):7057. PubMed ID: 38528010
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Study on creep characteristics and component model of saline soil in hexi corridor.
    Yu YY; Luo CL; Cui WH; Tao JY; Zhang TH
    Sci Rep; 2023 Oct; 13(1):18067. PubMed ID: 37872206
    [TBL] [Abstract][Full Text] [Related]  

  • 18. An experimental and theoretical study on the creep behavior of silt soil in the Yellow River flood area of Zhengzhou City.
    Gu Z; Wei H; Liu Z
    Sci Rep; 2024 Aug; 14(1):20002. PubMed ID: 39198661
    [TBL] [Abstract][Full Text] [Related]  

  • 19. 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]  

  • 20. Evaluation of Shear Strength and Stiffness of a Loess-Sand Mixture in Triaxial and Unconfined Compression Tests.
    Tankiewicz M; Kowalska M; Mońka J
    Materials (Basel); 2024 Aug; 17(15):. PubMed ID: 39124494
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 9.