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 *

182 related articles for article (PubMed ID: 33203153)

  • 1. In Situ Shear Test for Revealing the Mechanical Properties of the Gravelly Slip Zone Soil.
    Zou Z; Zhang Q; Xiong C; Tang H; Fan L; Xie F; Yan J; Luo Y
    Sensors (Basel); 2020 Nov; 20(22):. PubMed ID: 33203153
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir.
    Li D; Yin K; Glade T; Leo C
    Sci Rep; 2017 Jul; 7(1):5503. PubMed ID: 28710471
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Slope with Predetermined Shear Plane Stability Predictions under Cyclic Loading with Innovative Time Series Analysis by Mechanical Learning Approach.
    Wu T; Yu H; Jiang N; Zhou C; Luo X
    Sensors (Basel); 2022 Mar; 22(7):. PubMed ID: 35408262
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Datasets for gravelly soil liquefaction case histories.
    Hu J; Wang J; Zou W; Yang B
    Data Brief; 2021 Jun; 36():107104. PubMed ID: 34036129
    [TBL] [Abstract][Full Text] [Related]  

  • 5. A Constitutive Relationship for Gravelly Soil Considering Fine Particle Suffusion.
    Zhang Y; Chen Y
    Materials (Basel); 2017 Oct; 10(10):. PubMed ID: 29065532
    [TBL] [Abstract][Full Text] [Related]  

  • 6. The effect of particle shape on the deformation and stress reduction of a gravel soil due to wetting.
    Mahinroosta R; Oshtaghi V
    Sci Rep; 2021 Aug; 11(1):16583. PubMed ID: 34400703
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Micromechanics of sea ice frictional slip from test basin scale experiments.
    Sammonds PR; Hatton DC; Feltham DL
    Philos Trans A Math Phys Eng Sci; 2017 Feb; 375(2086):. PubMed ID: 28025302
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Non-limit passive earth pressure against cantilever flexible retaining wall in foundation pit considering the displacement.
    Hu W; Zhu X; Hu T; Wang W; Lin G
    PLoS One; 2022; 17(3):e0264690. PubMed ID: 35275949
    [TBL] [Abstract][Full Text] [Related]  

  • 9. [Spectroscopic Characteristics of Minerals in Sliding Zone Soil in Motuo Landslides and Their Engineering Significance].
    Xie C; Zhou BG; Li ZF; Zhang LS; Li JY; Xu C; Liu H
    Guang Pu Xue Yu Guang Pu Fen Xi; 2016 Jul; 36(7):2266-70. PubMed ID: 30036005
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Study on the mechanical properties of flax fiber-reinforced silty clay contaminated by zinc-ion solution.
    Ma Q; Xiang JC; Yang YC; Xiao HL; Wan J
    Environ Technol; 2021 Mar; 42(7):1071-1083. PubMed ID: 31454300
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Stick-slip instabilities and shear strain localization in amorphous materials.
    Daub EG; Carlson JM
    Phys Rev E Stat Nonlin Soft Matter Phys; 2009 Dec; 80(6 Pt 2):066113. PubMed ID: 20365237
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Nonlinear shear characteristics of frozen loess-concrete interface.
    Zhang Q; Zhang C
    PLoS One; 2023; 18(8):e0290025. PubMed ID: 37582113
    [TBL] [Abstract][Full Text] [Related]  

  • 13. A Laboratory Experimental Study: An FBG-PVC Tube Integrated Device for Monitoring the Slip Surface of Landslides.
    Wang K; Zhang S; Chen J; Teng P; Wei F; Chen Q
    Sensors (Basel); 2017 Oct; 17(11):. PubMed ID: 29084157
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Model test study of bridge pile horizontal bearing behavior under landslide deformation.
    Zhao YY; Fu HY; Yang T; Zhou MZ; Li H
    Sci Rep; 2024 Jul; 14(1):15043. PubMed ID: 38951582
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Effects of vegetation on runoff generation, sediment yield and soil shear strength on road-side slopes under a simulation rainfall test in the Three Gorges Reservoir Area, China.
    Liu YJ; Wang TW; Cai CF; Li ZX; Cheng DB
    Sci Total Environ; 2014 Jul; 485-486():93-102. PubMed ID: 24704960
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Development and Performance Evaluation of a Bevameter for Measuring Soil Strength.
    Kim JT; Im DU; Choi HJ; Oh JW; Park YJ
    Sensors (Basel); 2021 Feb; 21(4):. PubMed ID: 33672172
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Deformation characteristics test and mechanism of arbor taproot soil complex in rainforests.
    Du P; Zhou D; Liu X; Feng Y
    Sci Rep; 2023 Apr; 13(1):5732. PubMed ID: 37029176
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Transformation of the deformation mechanism from dislocation-mediated slip to homogeneous slip in silver nanowires.
    Feng J; Kizuka T
    J Nanosci Nanotechnol; 2013 Jan; 13(1):394-400. PubMed ID: 23646744
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Soil stability characteristics of mulberry lands at hydro-fluctuation belt in the Three Gorges Reservoir area, China.
    Jiang P; Shi D; Hu X; Huang X; Li Y; Guo T
    Environ Monit Assess; 2015 Oct; 187(10):634. PubMed ID: 26385473
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Load transfer mechanism and critical length of anchorage zone for anchor bolt.
    Xu X; Tian S
    PLoS One; 2020; 15(1):e0227539. PubMed ID: 31951603
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 10.