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Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay

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Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay

Published

7 days ago

on

ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, Volume 11, Issue 3, September 1, 2025.

Source: Part A: Civil Engineering

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