Work

Dilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line

Year: 2026

Type: article

Source: International Journal of Geomechanics

DOI: 10.1061/ijgnai.gmeng-12502

Authors: Zhenhao Shi, Zizhen Tu, Jiangu Qian, Da Huang

Institution: Tongji University

Language: English

Topic: Geotechnical Engineering and Soil Mechanics

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: closed

OpenAlex ID: W7135099304

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Cites: 42

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