Nonlinear optimization design of pile foundation based on settlement control principle

Abstract

How to take certain measures to minimize the differential settlement of buildings is one of the urgent problems to be solved in the current pile-raft foundation design. In this paper, the nonlinear optimization design of pile foundation based on the principle of settlement control is developed. For the soil around the pile group, considering its nonlinear characteristics, when it yields, the ideal elastic-plastic model is adopted for calculation. Through numerical simulation, combined with the results of model test and field observation, some practical research results are obtained: the smaller the elastic modulus coefficient is, the flatter the load-settlement curve of CPF (Composite pile foundation) is, and the larger the fixed value is, the load-settlement curve is abrupt. Using settlement control to design rigid pile composite foundation has clear settlement. As a supplement to the insufficient bearing capacity of foundation soil, pile foundation makes full use of the bearing capacity of soil between piles. The design scheme is more economical, and it is a good nonlinear optimization method of pile foundation.