论述了新、老建筑物地基沉降的特点，对如何在实际工程中研究解决相邻基础衔接这一工程问题提出了一些有针对性的实用方法。
The paper discusses the features of the foundation subsidence and settlements between neighboring old and new buildings, suggests a few practical solutions to the problem in real projects.
采用下设桩基的块式基础，可通过改变桩的长径比来控制地基沉降。
The ground settlement can be manipulated by changing the pile slenderness ratio of blocked foundation with the pile below.
本文研究了荷载分布、应力路径和非线性变形对地基性状影响。提出了一个新的基础沉降量计算公式。
The influence of loading distribution stress path and nonlinear deformation on foundation behaviour are studied in this paper. A new settlement formula for foUndations is proposed.
应用推荐