Course project in the discipline "Foundations and Foundations" 1 option.

Contents

1. Contents

1) Contents

2) Brief description of the object. General Site Information

3) Soil conditions

4) Plan, section of the building. Loadings

5) Assessment of engineering and geological conditions of the construction site

6) Layout of geological workings

7) Calculation of additional (derivative) physical characteristics of soils. Soil rationing

8) Determination of mechanical properties of soil

9) Determination of foundation depth

10) Determination of dimensions of the base of an extra-centered loaded foundation

11) Determination of foundation sediment

12) Calculation of hanging driven pile

13) Settlement calculation of pile foundation

14) Techno-economic comparison

15) Project Conclusion

List of literature

JOB FOR CALCULATION-GRAPHIC WORK

Subject: "Foundation design and construction of foundations of industrial or civil building or structure"

INPUT DATA:

1. Construction area of ​ ​ Pskov .

CONTENT OF THE PROJECT:

1. Brief description of the construction site.

Collect loads in design sections.

2. Basic information about the construction site and assessment of engineering and geological conditions of construction .

3. Selection of foundation options and determination of its depth of foundation.

4. Calculation of two versions of foundations.

5. Feasibility comparison of options.

6. Peculiarities of production by arrangement of bases of the designed structure (building ).

7. Conclusion on the project as a whole.

8. List of literature.

Assessment of engineering and geological conditions of the construction site

Assessing these engineering and geological conditions, it should be noted that the soils have a layered stratum with sustained formation. The first layer of soil, loam, is very good for foundations. The second layer is soft-plastic loam. The third layer is hard clay, can be used as bases. The fourth layer is fluid-plastic loam. The fifth layer of dust sand, having an average density of addition, resists the external load well, undergoing minor deformations and is used as bases. During construction on subsidence soils, a set of measures aimed at eliminating or reducing the effect of subsidence on buildings and structures is carried out. As a result of laboratory studies, a table of physical and mechanical properties of soils was compiled

Kamilya_Fundiki (1).dwg