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Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2026) 179 (2): 107–118.
Published: 23 September 2025
... for identifying the shakedown ranges of saturated clay. Compared to dynamic shakedown strength parameters, the use of static strength parameters may lead to an overestimation of the shakedown limit by more than 100%. In addition, a simplified criterion is proposed to identify the distinct shakedown ranges...

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