Results 241 to 250 of about 56,604 (307)

Hierarchical differentiation and design gaps in China's Internet Plus Nursing Services Policies: a PMC index analysis. [PDF]

Front Public Health
Wang Y, Liu Y, Jin C, Hu F, Yu T.
europepmc   +1 more source

Induction Serplulimab and Chemotherapy Followed by Chemoradiotherapy for Bulky Unresectable Stage III NSCLC: A Phase II Study (SUCCEED-01). [PDF]

Cancer Immunol Res
Liu C, Du Y, Han D, Li B, Liu X, Fan B, Sun H, Fu C, Xu L, Dai T, Huang W.   +10 more
europepmc   +1 more source

Development of a CT-based integrated model combining clinical features, radiomics, and deep learning to predict STAS in subsolid nodules of stage I lung cancer: a retrospective cohort study. [PDF]

J Thorac Dis
Li H, Liu Y, Nan H, Zhang Z, Sun Y, Chen S, Zhao M, Qiu Y, Wang Y.   +8 more
europepmc   +1 more source

Lipoid Pneumonia: HRCT and MRI Spectrum, Diagnostic Pitfalls, and Imaging-Based Diagnostic Workflow. [PDF]

Diagnostics (Basel)
Adorna M, Contino M, Libra A, Mauro LA, Castiglione DG, Mattina C, Mauceri C, Crimi C, Terminella A, Cusumano G, Gurrera A, Foti PV, Sambataro G, Basile A, Vancheri C, Palmucci S.   +15 more
europepmc   +1 more source

A study on one‐dimensional consolidation of layered systems

International Journal for Numerical and Analytical Methods in Geomechanics, 1992
AbstractA general analytical solution, which is more explicit than the one given by Schiffman and Stein,1 for the problem of one‐dimensional consolidation of layered soils is presented. A relevant computer program is developed and the computed results on some examples are included.
Lee, PKK, Xie, KH, Cheung, YK
openaire   +3 more sources

One‐Dimensional Consolidation of Unsaturated Fine‐Grained Soils

Journal of Geotechnical Engineering, 1990
In this study, one-dimensional consolidation of fine-grained soils is considered. By taking into account the results of the infiltration theory, a new approach, which is applicable to soils in either saturated or unsaturated conditions, is given.
Tekinsoy M.A., Haktanir T.
openaire   +4 more sources

Numerical estimation of the one-dimensional consolidation behavior of clay [PDF]

Acta Geotechnica Slovenica, 2020
The consolidation behavior of clayey soils is traditionally evaluated in the laboratory using the one-dimensional consolidometer test. A new oedometer cell design with a ring of 60 mm in height, 75 mm in diameter was made to measure the excess pore-water pressure at the undrained base of the specimen and the friction between the soil and the ring, and ...
Uysal, Firdevs, Sivrikaya, Osman
openaire   +4 more sources