The Asymptotic Homogenization Method of the Settlement Calculation of the Cement-Soil Pile Composite Foundation
The finite element calculation model of the cement-soil pile composite foundation based on asymptotic homogenization theory has been built, under the state of three-dimensional stress, the equivalent elastic parameter of the composite elastic foundation model has been calculated, and depending on which, the settlement quantity has been calculated. Analysis through comparison with the testing result shows that it is feasible to use the homogenization method for calculating the settlement quantity of the composite elastic foundation, which sets up a theoretical basis for further analysis of homogenization method about composite foundation.
M. Q. Guo et al., "The Asymptotic Homogenization Method of the Settlement Calculation of the Cement-Soil Pile Composite Foundation", Advanced Materials Research, Vols. 217-218, pp. 390-395, 2011