Prediction of Ground Displacement and Deformation Induced by Large Diameter Piles

摘要

In the article, theoretical basis of the stochastic medium theory is introduced. Formula and procedure for of predicting ground displacement and deformation induced by large diameter pile are proposed by using the theory of stochastic medium. Comparison between field test results and calculation indicated that the proposed calculation method and procedure are satisfactory for prediction. The method provided in the article can be used to estimate the extent of influence on the ambient environment caused by construction of large diameter piles.