摘要
通过对某一房屋产生的不均匀沉降和整体倾斜的计算分析 ,提出了仅调整条形基础基底压力相等 ,不能保证房屋均匀沉降。计算条形基础沉降时必须考虑相邻条形基础间的相互影响。最后 。
In this paper a view is put forward that it cant ensure houses even settlement only by balancing the pressure under the foundations according to an calculation-analysis on uneven settlement and integral slope.The interaction between foundations should be taken into account when calculating the settlement of bar-foundations and some measures should be taken to decrease the uneven settlement in the soft subsoil.
出处
《四川建筑科学研究》
2000年第3期37-38,41,共3页
Sichuan Building Science
关键词
基础间相互影响
条形基础
沉降
interaction between foundations
bar-foundation
settlement
