The Influences of Interface Properties Weakening on Bearing Behavior of Pile Foundation
In the longer period under the effect of changing load, pile-soil interface properties will be soften. Therefore it will reduce the foundation capacity and increase the Foundation the settlement, and bring the project safety risk. The influences of interface properties weakening on bearing behavior of pile foundation were analyzed by mathematic calculation method. These results would be used for the research of foundation bearing behavior under variable load.
Huixuan Zhang, Ye Han, Fuxiao Chen and Jiuba Wen
H. P. Yang et al., "The Influences of Interface Properties Weakening on Bearing Behavior of Pile Foundation", Applied Mechanics and Materials, Vols. 117-119, pp. 1820-1823, 2012