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RISA Modified <i>p</i>-<i>y</i> Hyperbolic Model Considering the Soil Unloading Effect for the Bored Pile
Publisher: American Society of Civil Engineers
Abstract: The effect of soil radial unloading existing in the bored pile hole excavation process can weaken the bearing capacity of pile foundations, and the relevant theoretical method of calculating the pile horizontal bearing ...
Modeling of Grout Returned Height for Postgrouting at Pile Tip Considering the Soil Unloading and Time-Dependent Behavior of Cement Viscosity Effects
Publisher: ASCE
Abstract: Postgrouting at the pile tip can improve the behavior of pile shaft resistance through the grout returned along the pile shaft. The soil radial unloading effect that existed in the bored pile shaft soil and the cement ...