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A Method for the Analysis of Pile Supported Foundations Considering Nonlinear Soil Behavior

机译：考虑非线性土体特性的桩基础分析方法

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The report contains a review of existing methods of analysis of foundations supported on pile groups consisting of vertical and batter piles. The method of analysis developed at the University of Texas at Austin (UT method) is modified to take into account the interaction effect of axial and lateral loading, and also to consider some special boundary conditions associated with bridge bents. The study brings out the features and advantages of the UT method. The assumptions and limitations involved in the UT method are indicated. A computer program has been written to aid in the solution of the problem. With the aid of the computer program it is possible to take into account the nonlinear behavior of the soil with respect to applied load. Documentation of the program is provided in the form of a list of the notation used, a listing of the program including subroutines, and forms necessary for data input. Two example problems are solved. (Author)

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