BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

144 related articles for article (PubMed ID: 35888215)

  • 1. Settlement of Soil Reinforced with Vertical Fiberglass Micro-Piles.
    Sabri MMS; Vatin NI; Ponomarev AB; Nurmukhametov RR; Kostyukov II
    Materials (Basel); 2022 Jul; 15(14):. PubMed ID: 35888215
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Vertical Fiberglass Micropiles as Soil-Reinforcing Elements.
    Sabri MMS; Vatin NI; Nurmukhametov RR; Ponomarev AB; Galushko MM
    Materials (Basel); 2022 Apr; 15(7):. PubMed ID: 35407923
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Calculation model and bearing capacity optimization method for the soil settlement between piles in geosynthetic-reinforced pile-supported embankments based on the membrane effect.
    Liu Z; Zhang A; Xu J; Zhou C; Zhang L
    PLoS One; 2021; 16(8):e0256190. PubMed ID: 34398920
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Model Studies on Load-Settlement Characteristics of Coarse-Grained Soil Treated with Geofiber and Cement.
    Li Y; Su L; Ling X; Wang J; Yang Y
    Polymers (Basel); 2018 Jun; 10(6):. PubMed ID: 30966655
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration.
    Zhan-Fang H; Bai XH; Yin C; Liu YQ
    PLoS One; 2021; 16(3):e0248502. PubMed ID: 33730066
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Evaluating screw-shaft pile composite foundations in round Gravelly soil: A study using model tests and numerical simulations.
    Yang T; Zheng W; Xie Y; Zhang H; Yue X
    Heliyon; 2023 Oct; 9(10):e20887. PubMed ID: 37876435
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Calculation and Analysis of Nonlinear Algorithm for Stability of Nanosilica Powder Soft Soil Pile Foundation.
    Sun J; Guo L; Gong L; Zheng F; Hao H
    Int J Anal Chem; 2022; 2022():1451633. PubMed ID: 36060535
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Vertical compressive bearing performance and optimization design method of large-diameter manually-excavated rock-socketed cast-in-place piles.
    Zhao X; Yan N; Bai X; Sang S; Chen X; Zhang Y; Zhang M
    Sci Rep; 2023 Aug; 13(1):14234. PubMed ID: 37648702
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Study on stress variation of advance fiberglass anchor bolts during tunnel excavation process.
    Feng J; Tan Y; Yao S; Jiang H; Zhang J; Li H
    Sci Rep; 2023 Mar; 13(1):4173. PubMed ID: 36914693
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Compressive Strength of Modified FRP Hybrid Bars.
    Urbański M
    Materials (Basel); 2020 Apr; 13(8):. PubMed ID: 32316644
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Strengthening of Bent LVL Beams with Near-Surface Mounted (NSM) FRP Reinforcement.
    Bakalarz MM; Kossakowski PG; Tworzewski P
    Materials (Basel); 2020 May; 13(10):. PubMed ID: 32443770
    [TBL] [Abstract][Full Text] [Related]  

  • 12. 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]  

  • 13. Fiberglass Grids as Sustainable Reinforcement of Historic Masonry.
    Righetti L; Edmondson V; Corradi M; Borri A
    Materials (Basel); 2016 Jul; 9(7):. PubMed ID: 28773725
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Quality evaluation of ground improvement by deep cement mixing piles via ground-penetrating radar.
    Shen H; Li X; Duan R; Zhao Y; Zhao J; Che H; Liu G; Xue Z; Yan C; Liu J; Jiang C; Li B; Chang H; Gao J; Yan Y
    Nat Commun; 2023 Jun; 14(1):3448. PubMed ID: 37301886
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Simplified Rules for Serviceability Control of FRPRC Elements.
    Kišiček T; Renić T; Hafner I; Stepinac M
    Polymers (Basel); 2022 Jun; 14(12):. PubMed ID: 35746089
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Nonlinear Analysis of Compressed Concrete Elements Reinforced with FRP Bars.
    Wydra M; Włodarczyk M; Fangrat J
    Materials (Basel); 2020 Oct; 13(19):. PubMed ID: 33022930
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Enhanced mechanical properties and biosafety evaluation of surface-modified fiberglass-reinforced resin-based composite piles.
    Hu X; Liu M; Ji Y; Du Y; Wang L; Zhou X; Zhang F
    J Mater Sci Mater Med; 2019 Jun; 30(6):70. PubMed ID: 31168668
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Vertical bearing capacity of a pile-liquefiable sandy soil foundation under horizontal seismic force.
    Zhanfang H; Xiaohong B; Chao Y; Yanping W
    PLoS One; 2020; 15(3):e0229532. PubMed ID: 32191717
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Theoretical and Experimental Substantiation of the Efficiency of Combined-Reinforced Glass Fiber Polymer Composite Concrete Elements in Bending.
    Meskhi B; Beskopylny AN; Stel'makh SA; Shcherban' EM; Mailyan LR; Beskopylny N; Dotsenko N
    Polymers (Basel); 2022 Jun; 14(12):. PubMed ID: 35745902
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Case Analysis of Water Gushing in a Deep Foundation Pit Caused by Local Defects.
    Qiao S; Liu Y; Feng C; Cai Z; Chen D; Meng F; Xu P
    Sensors (Basel); 2023 Dec; 24(1):. PubMed ID: 38203105
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 8.