This paper discusses causation and preventing measure of settlement difference in high and low stride building, and points out characteristic and feasibility to use cincture constructing later.
文章着重的论述了高低跨建筑出现沉降差的诸多因素及防治措施,并指出了“后浇带”的特点和可行性。
The elastic modulus of the foundation and the difference value of the settlement were estimated by pilot calculation.
通过试算得到了地基的弹性模量和沉降差估算值。
By calculation the adoption of different foundation form to control the difference in settlement of the foundation.
对采用不同的基础形式来控制基础的差异沉降进行了计算比较。
应用推荐