Work

Effect of Anisotropic Behavior of Soft Clay on the Nonlinear Consolidation of Composite Pile‐Improved Soft Ground Considering Size and Rotational Hardening

Year: 2025

Type: article

Source: International Journal for Numerical and Analytical Methods in Geomechanics

DOI: 10.1002/nag.70181

Authors: Jisen Shi, Xibin Li, Ruiqi Guo, Dengguo Li, Shilin Gong, Daosheng Ling

Institutions: Jiaxing University, Zhejiang University, Jiangsu Ocean University

Language: English

Topic: Geotechnical Engineering and Soil Stabilization

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: closed

Funders: National Natural Science Foundation of China, Science and Technology Bureau of Jiaxing City

Awards: G2407183010, G2492519569, G2544777728, G4474019167

OpenAlex ID: W4416830031

FWCI: 0.382

Cites: 21

Cited by: 1

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