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 *

135 related articles for article (PubMed ID: 37741917)

  • 21. Deformation analysis of cement modified soft clay soil using finite element method (FEM).
    Tsige D; Korita M; Beyene A
    Heliyon; 2022 Jun; 8(6):e09613. PubMed ID: 35706948
    [TBL] [Abstract][Full Text] [Related]  

  • 22. The influence of distant surcharge load with a finite length on the cantilever walls.
    Akan R
    PLoS One; 2023; 18(12):e0295442. PubMed ID: 38079445
    [TBL] [Abstract][Full Text] [Related]  

  • 23. Numerical modelling on geotechnical features of soil mixture using recycled tire crumb to strengthen the seismic isolation in building.
    Raj JCJ; Kumar MV; Kırgız MS; Nagaprasad N; Ramaswamy K
    Sci Rep; 2024 Jan; 14(1):225. PubMed ID: 38168775
    [TBL] [Abstract][Full Text] [Related]  

  • 24. Study on load-bearing characteristics of a new pile group foundation for an offshore wind turbine.
    Lang R; Liu R; Lian J; Ding H
    ScientificWorldJournal; 2014; 2014():394104. PubMed ID: 25250375
    [TBL] [Abstract][Full Text] [Related]  

  • 25. Plate load tests to analyze the load-settlement response of shallow foundations on sand beds reinforced with micropiles.
    Malik BA; Shah MY; Sawant VA
    Environ Sci Pollut Res Int; 2021 Dec; 28(47):67657-67666. PubMed ID: 34258699
    [TBL] [Abstract][Full Text] [Related]  

  • 26. Analysis on the synergistic variation law of pile refreezing process and bearing capacity based on high-strain dynamic test method.
    Yu D; Cao Y; Zhao Q
    Sci Rep; 2023 Nov; 13(1):19106. PubMed ID: 37925579
    [TBL] [Abstract][Full Text] [Related]  

  • 27. Numerical Simulation and Deformation Prediction of Deep Pit Based on PSO-BP Neural Network Inversion of Soil Parameters.
    Li Q; Cheng F; Zhang X
    Sensors (Basel); 2024 May; 24(10):. PubMed ID: 38793813
    [TBL] [Abstract][Full Text] [Related]  

  • 28. Finite element simulation study on vertical bearing characteristics of single pile with ram-compacted bearing sphere.
    Bai L; Gong S; Xu L; Bai X; Huang Z
    PLoS One; 2023; 18(9):e0291719. PubMed ID: 37733755
    [TBL] [Abstract][Full Text] [Related]  

  • 29. Torsional Low-Strain Test for Nondestructive Integrity Examination of Existing High-Pile Foundation.
    Zhang Y; El Naggar MH; Wu W; Wang Z
    Sensors (Basel); 2022 Jul; 22(14):. PubMed ID: 35891012
    [TBL] [Abstract][Full Text] [Related]  

  • 30. 3D Finite Element Analysis of Seismic Response of Rigid Pile Composite Foundation with Microprobe Group.
    Lin L; Zhang J; Li Y; Rao Z; Sen Z
    Int J Anal Chem; 2022; 2022():6129134. PubMed ID: 35844259
    [TBL] [Abstract][Full Text] [Related]  

  • 31. 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]  

  • 32. Influence of micropile parameters on bearing capacity of footings.
    Malik BA; Shah MY; Sawant VA
    Environ Sci Pollut Res Int; 2021 Sep; 28(35):48274-48283. PubMed ID: 33904133
    [TBL] [Abstract][Full Text] [Related]  

  • 33. A case study on the bearing characteristics of a bottom uplift pile in a layered foundation.
    He L; Chen X; Wang Z; Han Y; Su T; Dai G; Zhang E; Long Z
    Sci Rep; 2022 Dec; 12(1):22457. PubMed ID: 36577782
    [TBL] [Abstract][Full Text] [Related]  

  • 34. Static characteristics study of pile-soil interaction under vertical electroosmosis.
    Zhong F; Qi C; Zhou Z; Zhang Z
    Heliyon; 2023 Apr; 9(4):e15209. PubMed ID: 37089363
    [TBL] [Abstract][Full Text] [Related]  

  • 35. Study on time effect of residual pressure and bearing characteristics of jacked pile in saturated silt foundation.
    Jiu YZ; Zhang XY; Zhu YZ; Zhang Z; Tian GH
    Sci Rep; 2022 Nov; 12(1):20525. PubMed ID: 36443442
    [TBL] [Abstract][Full Text] [Related]  

  • 36. Experimental and Numerical Investigation on Pile Foundation Underpinning Structure System in Urban Overpass.
    Yan L; Gou X; Guo Z; Zhang X; Jiang Y; Ran X; Chen G; Yue K
    Materials (Basel); 2023 Oct; 16(19):. PubMed ID: 37834711
    [TBL] [Abstract][Full Text] [Related]  

  • 37. Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections.
    Stacul S; Squeglia N
    Materials (Basel); 2018 Feb; 11(2):. PubMed ID: 29462857
    [TBL] [Abstract][Full Text] [Related]  

  • 38. Integrity Testing of Pile Cover Using Distributed Fibre Optic Sensing.
    Rui Y; Kechavarzi C; O'Leary F; Barker C; Nicholson D; Soga K
    Sensors (Basel); 2017 Dec; 17(12):. PubMed ID: 29257094
    [TBL] [Abstract][Full Text] [Related]  

  • 39. Analysis of vertically loaded piles considering crushing characteristics of crushed stones.
    Jiang C; Li Y; He JL
    PLoS One; 2019; 14(7):e0219003. PubMed ID: 31295272
    [TBL] [Abstract][Full Text] [Related]  

  • 40. 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]  

    [Previous]   [Next]    [New Search]
    of 7.