摘要
稳定、均匀的沉降是高层建筑物安全使用的必要保证,因此分析沉降原因,严格遵守沉降观测相关要求及过程,并获得精确的实测资料是非常重要的。在加荷稳定后,地基沉降呈双曲线发展,现对双曲线函数进行平移,并结合数值计算对沉降进行预测,经实践证明,其结果接近实测值。
The stable and uniform settlement is necessary for using high buildings safely, so it is very important to analyse the settlement causes and strictly compliance with relative requirement and process of settlement,acquire accurate and real information. After loading stably, the settlement curve of foundation is developing to hyperbolic, Then, translation of hyperbolic function and numerical caculation predict settlement. It is proved in practice that the results close to the measured value.
出处
《科技广场》
2008年第5期236-238,共3页
Science Mosaic
关键词
沉降
双曲线函数
VBA程序设计
数值计算
Settlement
llyperbolic Function
VBA Program Design
Numerical Caculation