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The predictive value of modified-Naples prognostic score for patients with locally advanced non-small cell lung cancer undergoing surgery after neoadjuvant chemotherapy. [PDF]

Front Immunol
Wang Y, Tang C, Bing J, Dejenie R, Zhang Y, Li F, Fang X, Chen X, Yang M, Zang Y, Li J.   +10 more
europepmc   +1 more source

On Construction of Tibial Plateau Fracture Detection in Different Radiographic Views Using YOLO Models. [PDF]

Diagnostics (Basel)
Wang SP, Shih HT, Liao YX, Wei CH, Liu JC, Kristiani E, Yang CT.   +6 more
europepmc   +1 more source

MRI-based evaluation for predicting pathological response and monitoring reactive angioma evolution in triple-negative breast cancer undergoing neoadjuvant chemoimmunotherapy. [PDF]

Cancer Imaging
Lin L, Zheng J, Yang F, Zuo K, Zhou J, Su G, Ma X, You C, Gu Y.   +8 more
europepmc   +1 more source

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
openaire   +1 more source

Experimental p-y curves for liquefied soils from centrifuge tests

Earthquake Engineering and Engineering Vibration, 2021
The present study aims to obtain p-y curves (Winkler spring properties for lateral pile-soil interaction) for liquefied soil from 12 comprehensive centrifuge test cases where pile groups were embedded in liquefiable soil. The p-y curve for fully liquefied soil is back-calculated from the dynamic centrifuge test data using a numerical procedure from the
Suresh R. Dash, Subhamoy Bhattacharya
openaire   +1 more source

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
openaire   +1 more source