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Development and application of a TaqMan probe-based pentaplex qPCR for the rapid detection and differential identification of five pathogens. [PDF]

Front Microbiol
Gao ZQ, Fu R, Xing J, Yao SS.
europepmc   +1 more source

Constructing and validating a prognostic prediction nomogram model for hepatocellular carcinoma patients following high-intensity focused ultrasound treatment. [PDF]

Front Oncol
Huang H, Yang F, Liu P, Zhou K, Chen W.
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"Nano-filter"-integrated AIMS with machine learning: direct exhaled breath analysis for lung cancer screening. [PDF]

Chem Sci
Wang W, Tang Y, Zhang Z, Wu W, Jiang Y, Wang W, Meng J, Chen Z, Li W, Yang Y, Chen Y, Tang B.   +11 more
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Identification of anoikis-related subtypes in hepatocellular carcinoma and construction of prognostic model: Construction of prognostic model. [PDF]

Medicine (Baltimore)
Zhang X, Chen F, Qiu R, Ye X, Hu Z.
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Generalized P-y curves for monopile design using the PISA methodology

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P-y Curves of laterally loaded barrettes

Innovative Infrastructure Solutions, 2021
Rectangular shaped piles (barrettes) are extensively used in construction projects to resist relatively high lateral loads in different onshore and offshore facilities. The need to analyze barrettes subjected to lateral loads is one of the challenges in the field of deep foundations. P-y curves and finite element method are widely trusted approaches to
Mohamed M. Mansour, Mohamed M. Morsi, Ayman L. Fayed   +2 more
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Re-Examination Of P-Y Curve Formulations

Offshore Technology Conference, 1979
ABSTRACT In the analysis of piles supporting offshore structures, the key element in predicting the response to lateral loads is the determination of the appropriate lateral load - deformation relationships (p-y curves) for the soil.
J.B. Stevens, J.M.E. Audibert
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Cyclic P-Y Curves for a Pile in Cohesive Soil

Geotechnical Earthquake Engineering and Soil Dynamics IV, 2008
A lateral load test was performed on a full-scale steel pipe pile installed in a soil profile consisting of cohesive, fine-grained soils with occasional sand layers. The pile was loaded in nine increments from 0 to 89 mm of displacement, with 15 loading cycles applied for each increment.
Travis M. Gerber, Kyle M. Rollins
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