On the Bearing Capacity of Chemical Churning Piles

作     者：S.Z.Bian Z.Y.Le Y.L.Chen Department of Civil Engineering,Zhejiang University,Hangzhou 

会议日期：1985年

学科分类：081401[工学-岩土工程] 08[工学] 0814[工学-土木工程] 

摘      要：正Methods are presented for predicting the ultimate capacity of single chemical churning pile and that of compound foundation under rigid load. Evaluating the lateral displacement of the subsoil under surface loads is shown by the fitting curve *** for the lateral displacement and internal forces of piles in homogeneous soils under the interaction of axial and lateral loads are *** comparison with results from full scale tests in field,it is shown that the predictions suggested herein can be used with sufficient accuracy for practical purposes.