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 *

171 related articles for article (PubMed ID: 37838769)

  • 21. Dynamic back analysis of soil deformation during the construction of deep cantilever foundation pits.
    Zhang J; Qiao G; Feng T; Zhao Y; Zhang C
    Sci Rep; 2022 Jul; 12(1):13112. PubMed ID: 35908107
    [TBL] [Abstract][Full Text] [Related]  

  • 22. 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]  

  • 23. Research on the Deformation Law of Foundation Excavation and Support Based on Fluid-Solid Coupling Theory.
    Xia R; Zhao Z; Wang R; Xu M; Ye S; Xu M
    Sensors (Basel); 2024 Jan; 24(2):. PubMed ID: 38257518
    [TBL] [Abstract][Full Text] [Related]  

  • 24. Transient deformation during the Milashan Tunnel construction in northern Sangri-Cuona Rift, southern Tibet, China observed by Sentinel-1 satellites.
    Tian Y; Liu-Zeng J; Luo Y; Li Y; Hu Y; Gong B; Liu L; Guo P; Zhang J
    Sci Bull (Beijing); 2018 Nov; 63(21):1439-1447. PubMed ID: 36658984
    [TBL] [Abstract][Full Text] [Related]  

  • 25. Effects of Weak Bedding Plane, Fault, and Extreme Rainfall on the Landslide Event of a High Cut-Slope.
    Sun Y; Li D; Miao F; She X; Yang S; Xie X
    Sensors (Basel); 2022 Sep; 22(18):. PubMed ID: 36146140
    [TBL] [Abstract][Full Text] [Related]  

  • 26. Study on the earth pressure of a foundation pit adjacent to a composite foundation with rigid-flexible and long-short piles.
    Guo Y; Gu S; Jin J; Li M
    PLoS One; 2021; 16(5):e0251985. PubMed ID: 34015054
    [TBL] [Abstract][Full Text] [Related]  

  • 27. Analysis of the effects of isolation piles on the basal stability of foundation pits against upheaval based on continuous velocity fields.
    Zhou Y; Shao Y; Ma S
    PLoS One; 2023; 18(4):e0283695. PubMed ID: 37075026
    [TBL] [Abstract][Full Text] [Related]  

  • 28. From slow to fast faulting: recent challenges in earthquake fault mechanics.
    Nielsen S
    Philos Trans A Math Phys Eng Sci; 2017 Sep; 375(2103):. PubMed ID: 28827428
    [TBL] [Abstract][Full Text] [Related]  

  • 29. The source parameters, surface deformation and tectonic setting of three recent earthquakes: thessalonki (Greece), tabas-e-golshan (iran) and carlisle (u.k.).
    King G; Soufleris C; Berberian M
    Disasters; 1981 Mar; 5(1):36-46. PubMed ID: 20958479
    [TBL] [Abstract][Full Text] [Related]  

  • 30. Bearing Capacity and Deformation of the Tandem Compound Piles Improved Foundation: A Parametric Study.
    Guo Y; Cai X; Gu M
    Materials (Basel); 2023 Aug; 16(17):. PubMed ID: 37687435
    [TBL] [Abstract][Full Text] [Related]  

  • 31. Modelling the effects of normal faulting on alluvial river meandering.
    Woolderink HAG; Weisscher SAH; Kleinhans MG; Kasse C; van Balen RT
    Earth Surf Process Landf; 2022 Apr; 47(5):1252-1270. PubMed ID: 35873354
    [TBL] [Abstract][Full Text] [Related]  

  • 32. Near-surface termination of upward-propagating strike-slip ruptures on the Yangsan Fault, Korea.
    Cheon Y; Kim CM; Choi JH; Ha S; Lee S; Kim T; Kang HC; Son M
    Sci Rep; 2023 Jun; 13(1):9869. PubMed ID: 37337039
    [TBL] [Abstract][Full Text] [Related]  

  • 33. Study on the anti-slide mechanism of double-row circular pile by model test using PIV, transparent soil material and 3D printing technology.
    Cong L; Wang Y; Hao Y; Yang X; Gao X; Zhang B
    PLoS One; 2024; 19(9):e0309727. PubMed ID: 39321189
    [TBL] [Abstract][Full Text] [Related]  

  • 34. A Numerical Study of Fault Reactivation Mechanisms in CO
    Mortazavi A; Maratov T
    ACS Omega; 2024 Jul; 9(30):32513-32524. PubMed ID: 39100296
    [TBL] [Abstract][Full Text] [Related]  

  • 35. A Wideband Magnetoresistive Sensor for Monitoring Dynamic Fault Slip in Laboratory Fault Friction Experiments.
    Kilgore BD
    Sensors (Basel); 2017 Dec; 17(12):. PubMed ID: 29207488
    [TBL] [Abstract][Full Text] [Related]  

  • 36. Calculation of displacements and internal forces of anchored retaining piles.
    Yuan X; Chen L; Deng J
    PLoS One; 2020; 15(12):e0243659. PubMed ID: 33301535
    [TBL] [Abstract][Full Text] [Related]  

  • 37. Analysis of the underlying shield tunnel deformation caused by a newly built channel.
    Sun Y; Su YY; Zhang TL; Song DW; Zhao YQ; Zhai Q
    Sci Rep; 2024 Oct; 14(1):23569. PubMed ID: 39384962
    [TBL] [Abstract][Full Text] [Related]  

  • 38. Localized extension in megathrust hanging wall following great earthquakes in western Nepal.
    Riesner M; Bollinger L; Hubbard J; Guérin C; Lefèvre M; Vallage A; Basnet Shah C; Kandel TP; Haines S; Sapkota SN
    Sci Rep; 2021 Nov; 11(1):21521. PubMed ID: 34728644
    [TBL] [Abstract][Full Text] [Related]  

  • 39. Rock and fault rheology explain differences between on fault and distributed seismicity.
    Collettini C; Barchi MR; De Paola N; Trippetta F; Tinti E
    Nat Commun; 2022 Sep; 13(1):5627. PubMed ID: 36163188
    [TBL] [Abstract][Full Text] [Related]  

  • 40. Influence of the Large-Span Pile-Beam-Arch Construction Method on the Surface Deformation of a Metro Station in the Silty Clay-Pebble Composite Stratum.
    Li T; Li Y; Yang T; Hou R; Gao Y; Liu B; Qiao G
    Materials (Basel); 2023 Apr; 16(7):. PubMed ID: 37049228
    [TBL] [Abstract][Full Text] [Related]  

    [Previous]   [Next]    [New Search]
    of 9.