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Model‐Free Data‐Driven Computational Analysis for Soil Consolidation Problems

International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 2, Page 1166-1175, 10 February 2026.
ABSTRACT Soils are inherently uncertain natural materials. In geotechnical engineering, soil properties are fundamentally characterised by testing small samples. The results will then be utilised to determine appropriate geomaterial constitutive models and associated parameters for implementation in conventional computational procedures such as finite ...
Wuzhou Zhai, Feiyang Wang, Asaad Faramarzi, Nicole Metje   +3 more
wiley   +1 more source

A time-fractional model of hydromagnetic slip flow of viscous fluid in rotational frame with heat and mass transfer. [PDF]

Sci Rep
Ahmad S, Ali F, Khan I, Khan N, Alqasem OA, Elwahab MEA, Omer ASA.   +6 more
europepmc   +1 more source

Evaluation of collapsible deformation of foundation under rectangular load based on the improved binary medium model. [PDF]

PLoS One
Abbas N, Akbar M, Elsayed SBA, Ahmed G, Yosri AM, Arshid MU, Elkady M.   +6 more
europepmc   +1 more source

Analysis of the influence of nonlocal factors on the vibration of Rayleigh nonlocal nanobeams on elastic foundations. [PDF]

Sci Rep
Zhao K, Wang G, Zhou Z, Wang L.
europepmc   +1 more source

A novel method for approximate solution of two point non local fractional order coupled boundary value problems. [PDF]

PLoS One
Tadoummant L, Khalil H, Echarggaoui R, Aljohani S, Mlaiki N.   +4 more
europepmc   +1 more source

Analysis of time-fractional cancer-tumor immunotherapy model using modified He-Laplace algorithm. [PDF]

Sci Rep
Qayyum M, Nayab S, Siddique I, Ghallab A.   +3 more
europepmc   +1 more source

Laguerre polynomials and the inverse Laplace transform using discrete data

, 2008
Tran Ngoc Lien, Duc Trong, Dang, Pham Ngoc Dinh, Alain   +2 more
openalex   +1 more source