Towards more reliable shaft resistance prediction for bored piles
Peer-Reviewed Publication
Updates every hour. Last Updated: 29-Oct-2026 10:16 ET (29-Oct-2026 14:16 GMT/UTC)
Shaft resistance of large-diameter bored piles is commonly estimated using empirical adhesion (α) and friction (β) factors, but their values vary widely and remain poorly defined for intermediate geomaterials (IGMs). In a new study, researchers developed field-calibrated empirical correlations by back-analyzing 20 instrumented static load tests. The proposed equations improve prediction of shaft resistance in clay, sand, and IGMs, enabling more reliable and economical foundation design in soil–rock transition environments.
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