Work

Closed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms

Year: 2026

Type: article

Source: International Journal of Geomechanics

DOI: 10.1061/ijgnai.gmeng-12605

Authors: Mingke Lin, Changbing Qin, Xiaoqin Lei, Xuanming Ding

Institutions: Chongqing University, Chinese Academy of Sciences, Institute of Mountain Hazards and Environment

Language: English

Topic: Geotechnical Engineering and Soil Mechanics

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: closed

OpenAlex ID: W7123355611

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Cites: 15

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