In order to improve the precision and efficiency of installing the three-dimensional space base pipe in the derricks of the steel structure of the main shaft in Wang fenggang Cal Mine, this paper starts from analyzing the three-dimensional space relationship of the base pipe and finally find the right ways of directing current position.

Considering the interactions between the embedded foundation and the soil,the torsional vibrations of a rigid cylindrical foundation partially embedded in transversely isotropic saturated soil are analysed.

Here is the parameter adopted in the structure design of Professor’s Flat in Shandong Sports College, including practicable rise, rise-to-width ratio, structure ground plan, quakeproof joint and settlement joint, depth of foundation etc.

On this basis,we put forward the depth of foundation to the hydraulic protection project according with the actual situation,thus pro.

In this paper,a simplified method for calculating the foundation settlement considering the effect of embedment is presented on the basis of Mindlin theory.