Based on the elastic theory method, a new nonlinear model for single pile settlement analysis is proposed.
以弹性理论为基础，提出一种单桩非线性沉降分析新模型。
To compute its settlement, a representative segment method is developed and used in settlement analysis of composite foundation under embankment.
在有限元分析的基础上，给出了基于天然地基沉降计算的复合地基沉降计算方法及相应图表。
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.
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。
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.
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。
应用推荐