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Rapid expansion of a cylindrical cavity in a rate-type soil

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Publication:3315170
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DOI10.1002/NAG.1610080203zbMath0532.73089OpenAlexW2044084234MaRDI QIDQ3315170

R. O. Davis, George Mullenger, Ronald F. Scott

Publication date: 1984

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.1610080203


zbMATH Keywords

analytical solutionlong cylindrical cavityinitially zero radiusmodified Cambridge critical state modelrapid (undrained) expansionrate-type soil modelstress field surrounding driven pile


Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Theory of constitutive functions in solid mechanics (74A20)


Related Items (1)

Plasticity solutions for soil behaviour around contracting cavities and tunnels







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