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 *

144 related articles for article (PubMed ID: 32109942)

  • 1. Investigation of gap-graded soils' seepage internal stability with the concept of void filling ratio.
    Zhang F; Zhang L; Li Y
    PLoS One; 2020; 15(2):e0229559. PubMed ID: 32109942
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Correction: Investigation of gap-graded soils' seepage internal stability with the concept of void filling ratio.
    PLOS ONE Staff
    PLoS One; 2021; 16(1):e0245402. PubMed ID: 33411821
    [TBL] [Abstract][Full Text] [Related]  

  • 3. An Improved Large-Scale Stress-Controlled Apparatus for Long-Term Seepage Study of Coarse-Grained Cohesive Soils.
    Chen C; Chen S; Mei S; Han S; Zhang X; Tang Y
    Sensors (Basel); 2021 Sep; 21(18):. PubMed ID: 34577487
    [TBL] [Abstract][Full Text] [Related]  

  • 4. The impact of lenses on the seepage failure of tailings dam.
    Zhang H; Li Q; Wang J; Fu B
    PLoS One; 2024; 19(8):e0305425. PubMed ID: 39110749
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Characteristics of Compacted Fly Ash as a Transitional Soil.
    Zabielska-Adamska K
    Materials (Basel); 2020 Mar; 13(6):. PubMed ID: 32204332
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Critical hydraulic gradient and fine particle migration of sand under upward seepage flow.
    Wang B; Chen LW; Niu Z
    Sci Rep; 2022 Aug; 12(1):14440. PubMed ID: 36002505
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Experimental Investigation on Seepage Characteristics of Clay-Structure Interface after Shear Deformation.
    Tan J; Shen Z; Xu L; Zhang H; He Y
    Materials (Basel); 2022 May; 15(11):. PubMed ID: 35683102
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators.
    Coleri E; Kayhanian M; Harvey JT; Yang K; Boone JM
    J Environ Manage; 2013 Nov; 129():164-72. PubMed ID: 23920417
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Horizontal seepage failure model and experimental study of damaged sidewalls of seams between geotube dam tubes.
    Mao WL; Shu YM; Gu K; Zhang XL; Zhang Z
    PLoS One; 2020; 15(4):e0231624. PubMed ID: 32298353
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Performance Evaluation of Tunnel-Slag-Improved High Liquid Limit Soil in Subgrade: A Case Study.
    Zheng X; Shao Z; Zhao N; Li C; Wu K
    Materials (Basel); 2022 Mar; 15(5):. PubMed ID: 35269208
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Determining the Shear Strength and Permeability of Soils for Engineering of New Paddy Field Construction in a Hilly Mountainous Region of Southwestern China.
    Han Z; Li J; Gao P; Huang B; Ni J; Wei C
    Int J Environ Res Public Health; 2020 Feb; 17(5):. PubMed ID: 32121285
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Neutralization of high pH and alkalinity effluent from recycled concrete aggregate by common subgrade soil.
    Chen J; Sanger M; Ritchey R; Edil TB; Ginder-Vogel M
    J Environ Qual; 2020 Jan; 49(1):172-183. PubMed ID: 33016355
    [TBL] [Abstract][Full Text] [Related]  

  • 13. [Influence of rainwater harvesting and soil anti-seepage on soil water infiltration, distribution and use efficiency in hilly orchard.].
    Jin B; Wang YP; Mu Y; Li SG
    Ying Yong Sheng Tai Xue Bao; 2018 May; 29(5):1559-1568. PubMed ID: 29797889
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Analysis of a mesoscale infiltration and water seepage test in unsaturated fractured rock: Spatial variabilities and discrete fracture patterns.
    Zhou Q; Salve R; Liu HH; Wang JS; Hudson D
    J Contam Hydrol; 2006 Sep; 87(1-2):96-122. PubMed ID: 16797103
    [TBL] [Abstract][Full Text] [Related]  

  • 15. The Application of Wireless Underground Sensor Networks to Monitor Seepage inside an Earth Dam.
    Liang MC; Chen HE; Tfwala SS; Lin YF; Chen SC
    Sensors (Basel); 2023 Apr; 23(8):. PubMed ID: 37112135
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Analysis of Rainfall Infiltration Stability of High Liquid Limit Red Clay Roadbed in Africa.
    Song X; Li H
    Comput Intell Neurosci; 2022; 2022():8222075. PubMed ID: 35096048
    [TBL] [Abstract][Full Text] [Related]  

  • 17. A dataset on void ratio limits and their range for cohesionless soils.
    Ilgac M; Can G; Cetin KO
    Data Brief; 2019 Dec; 27():104696. PubMed ID: 31763383
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Experimental study on the seepage mutation of natural karst collapse pillar (KCP) fillings over mass outflow.
    Zhang B; Liu G; Li Y; Lin Z
    Environ Sci Pollut Res Int; 2023 Nov; 30(51):110995-111007. PubMed ID: 37798525
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Study on the immobile water of saturated compacted clay-rich materials by oil seepage.
    Wang S; Tian H; Wen Y; Fei K
    J Contam Hydrol; 2022 Feb; 245():103939. PubMed ID: 34922185
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Experimental study of bentonite-soil mixtures as anti-seepage materials of constructed wetlands.
    Chen J; Li Z; Zhao X; Li H
    J Environ Sci Health A Tox Hazard Subst Environ Eng; 2011; 46(7):729-35. PubMed ID: 21644149
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 8.