昆明地区深搅桩单桩复合地基承载力

The Exploration of Experiential Formula of the Deep Mixing Piles Synthetically Foundations Bearing Capacity In Kunming

本文用深搅桩复合地基的指数模型,建立了与之相应的昆明地区复合地基承载力经验公式,用经验公式估算的复合地基承载力预测值与实测值作比较,其结果可满足工程精度要求.

This paper established experiential formula of the deep mixing piles syntetically foundation bearing capacity in Kunming by the use of exponential function model, the calculating results show that expectant value of synthetically foundation bearing capacity meeted the requirements of engineering accuracy as compared expectant value with test value.