Design of shallow foundation and pile foundation for industrial building

Contents

1 Source Data Selection

2 Analysis of initial data

2.1 Analysis of the designed building. Collection of loads on foundations

2.2 Characteristics of the geographical location of the construction site, its climatic and seismic conditions

2.3 Determination of soil characteristics of the construction site

2.4 Analysis of soil formations

3 Calculation of shallow foundations

3.1 Base of small laying in axes 3-A (external at a wall)

3.1.1 Foundation depth

3.

3.2 Shallow foundation in axes 3-BV (inner for two columns)

4 Calculation of pile foundations

4.1 Selection of type, material, structure of piles

4.2 Pile base in axes 3-A

4.3 Calculation of pile foundation in axes 3-BV

5 Selection of a hammer for immersion of a pile of the base in axes 3-A

Conclusion

List of sources used

Selection of type, material, structure of piles

The selection of the foundation structure, as well as the type of piles and the type of pile foundation (pile bushes, belts, fields) should be made based on the specific conditions of the construction site, characterized by engineering survey materials, design loads acting on the foundation, based on the results of a technical and economic comparison of possible versions of the designed foundations.

According to the task, a bush of hanging piles with a low pedestal should be calculated, the method of immersion for which is driven. Piles are accepted with a square section.

The conjugation of the column with the pedestal is rigid.