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: 12906542)

  • 1. Sandpile formation by revolving rivers.
    Altshuler E; Ramos O; Martínez E; Batista-Leyva AJ; Rivera A; Bassler KE
    Phys Rev Lett; 2003 Jul; 91(1):014501. PubMed ID: 12906542
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Revolving rivers in sandpiles: from continuous to intermittent flows.
    Altshuler E; Toussaint R; Martínez E; Sotolongo-Costa O; Schmittbuhl J; Måløy KJ
    Phys Rev E Stat Nonlin Soft Matter Phys; 2008 Mar; 77(3 Pt 1):031305. PubMed ID: 18517368
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Continuous to intermittent flows in growing granular heaps.
    Alonso-Llanes L; Martínez E; Batista-Leyva AJ; Toussaint R; Altshuler E
    Phys Rev E; 2022 Jul; 106(1-1):014904. PubMed ID: 35974509
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Geometrical analysis of sand piles on small platforms.
    Barton JM; Buchberger SG
    Phys Rev E Stat Nonlin Soft Matter Phys; 2003 Jul; 68(1 Pt 1):011303. PubMed ID: 12935133
    [TBL] [Abstract][Full Text] [Related]  

  • 5. The Use of Tactile Sensors and PIV Analysis for Understanding the Bearing Mechanism of Pile Groups.
    You Z; Chen Y
    Sensors (Basel); 2018 Feb; 18(2):. PubMed ID: 29415462
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Pullout capacity of batter pile in sand.
    Nazir A; Nasr A
    J Adv Res; 2013 Mar; 4(2):147-54. PubMed ID: 25685412
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Methane and carbon dioxide emission in a two-phase olive oil mill sludge windrow pile during composting.
    Manios T; Maniadakis K; Boutzakis P; Naziridis Y; Lasaridi K; Markakis G; Stentiford EI
    Waste Manag; 2007; 27(9):1092-8. PubMed ID: 16904884
    [TBL] [Abstract][Full Text] [Related]  

  • 8. An experimental study on pile spacing effects under lateral loading in sand.
    Khari M; Kassim KA; Adnan A
    ScientificWorldJournal; 2013; 2013():734292. PubMed ID: 24453900
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Two-dimensional study of the inclusions of skirt sand and deep cement piles to improve the load‒displacement behavior of circular foundations on soft clay soil.
    Ahmad H
    Heliyon; 2023 Feb; 9(2):e13627. PubMed ID: 36879749
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Why have continuum theories previously failed to describe sandpile formation?
    Zheng Q; Yu A
    Phys Rev Lett; 2014 Aug; 113(6):068001. PubMed ID: 25148350
    [TBL] [Abstract][Full Text] [Related]  

  • 11. The sandpile revisited: computer assisted determination of constitutive relations and the breaking of scaling.
    Hentschel HGE; Jaiswal PK; Mondal C; Procaccia I; Zylberg J
    Soft Matter; 2017 Jul; 13(29):5008-5020. PubMed ID: 28650034
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Assessment of the Shear Strength of Pile-to-Soil Interfaces Based on Pile Surface Topography Using Laser Scanning.
    Muszyński Z; Wyjadłowski M
    Sensors (Basel); 2019 Feb; 19(5):. PubMed ID: 30818847
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Isostaticity and mechanical response of two-dimensional granular piles.
    Kasahara A; Nakanishi H
    Phys Rev E Stat Nonlin Soft Matter Phys; 2004 Nov; 70(5 Pt 1):051309. PubMed ID: 15600605
    [TBL] [Abstract][Full Text] [Related]  

  • 14. The suitability of sand abstraction systems for community-managed domestic water supplies.
    Hussey SW
    Schriftenr Ver Wasser Boden Lufthyg; 2000; 105():153-8. PubMed ID: 10842808
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Development of p-y curves of laterally loaded piles in cohesionless soil.
    Khari M; Kassim KA; Adnan A
    ScientificWorldJournal; 2014; 2014():917174. PubMed ID: 24574932
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Calculation of the transition matrix and of the occupation probabilities for the states of the Oslo sandpile model.
    Corral A
    Phys Rev E Stat Nonlin Soft Matter Phys; 2004 Feb; 69(2 Pt 2):026107. PubMed ID: 14995520
    [TBL] [Abstract][Full Text] [Related]  

  • 17. The Transverse Bearing Characteristics of the Pile Foundation in a Calcareous Sand Area.
    Hu H; Luo L; Lei G; Guo J; He S; Hu X; Guo P; Gong X
    Materials (Basel); 2022 Sep; 15(17):. PubMed ID: 36079557
    [TBL] [Abstract][Full Text] [Related]  

  • 18. A method of calculating the bearing capacity of sand pile composite foundations in a mucky soil layer considering consolidation.
    Zhang Y; Liu Y; Luo H; Chen P; Li D; Liu E; Yang B
    Sci Rep; 2021 Aug; 11(1):16962. PubMed ID: 34417482
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Experimental Study on Whole Wind Power Structure with Innovative Open-Ended Pile Foundation under Long-Term Horizontal Loading.
    Liu J; Wan Z; Dai X; Jeng D; Zhao Y
    Sensors (Basel); 2020 Sep; 20(18):. PubMed ID: 32961981
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Memories in sand: experimental tests of construction history on stress distributions under sandpiles.
    Vanel L; Howell D; Clark D; Behringer RP; Clément E
    Phys Rev E Stat Phys Plasmas Fluids Relat Interdiscip Topics; 1999 Nov; 60(5 Pt A):R5040-3. PubMed ID: 11970451
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 6.