摘要
软土地基的沉降受众多因素的影响 ,在时序上常表现出复杂的非线性和不确定性。对于软土地基的非线性沉降 ,获得的数据有限。因而 ,已有的成功经验在软土地基沉降预测中的运用具有重要意义。结合工程实例对各种软土地基沉降预测方法进行探讨。
The settlement of a soft soil ground often manifests as a complicated nonlinear feature at time sequence due to the influence of many factors.It is characterized by limited data,instability,etc.thus,use of the existing experience and knowledge is very important in settlement analysis of a soft soil ground.The prediction method for the settlement of a soft soil ground with the engineering practice is proposed.
出处
《建筑结构》
CSCD
北大核心
2003年第3期36-38,64,共4页
Building Structure
关键词
软土地基
数学模型
人工神经网络
遗传算法
预测
地基沉降
soft soil ground
mathematical model
Artificial Neural Networks
genetic algorithm
prediction
