Work

A Micropolar Continuum Model Considering Anisotropy Evolution of Natural Clay and Finite Element Analysis of the Bearing Capacity of Structured Undrained Foundations

Year: 2025

Type: article

Source: International Journal for Numerical and Analytical Methods in Geomechanics

DOI: 10.1002/nag.70118

Authors: Wencheng Wei, Hongxiang Tang

Institutions: Dalian University of Technology, State Key Laboratory of Coastal and Offshore Engineering

Language: English

Topic: Geotechnical Engineering and Soil Mechanics

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: closed

Funder: National Natural Science Foundation of China

Awards: G1399032016, G2678039691

OpenAlex ID: W4415990881

FWCI: 1.882

Cites: 41

Cited by: 5

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