Coursework on foundations and foundations

Contents

Job for Course Project

I. Assessment of geotechnical conditions

1.1 Geographical location of the site

1.2 Geological characteristics

1.3 Hydrogeological conditions

1.4 Main parameters of soil properties for this stratum

1.5 Calculation of additional characteristics

II. Development of foundation options

2 Calculation of shallow foundation

2.1 Depth selection

2.2 Determination of foundation floor area

2.2.1 Preliminary area assignment

2.2.2 Preliminary Foundation Design

2.3 Pressure check calculation

2.4 Determination of foundation settlement by layer-by-layer summation method

3 Calculation and design of pile foundation

3.1 Definition of pile type

3.2 Determination of design characteristics of pile foundation

3.3 Determination of pile bearing capacity

3.3.1 Bearing capacity of piles by material

3.3.2 Bearing capacity of piles on soil

3.4 Determination of number of piles

3.5 Design and calculation of pile bed

3.6 Pile foundation check against actual load

3.7 Calculation of pile foundations and their bases by deformations

3.8 Determination of pile foundation settlement by layer-by-layer summation method

4. Calculation of foundation on sand cushion

4.1 Determination of pillow parameters

4.2 Determination of Foundation Floor Area

4.3 Pressure check calculation

4.4 Check of weak underlying layer

4.5 Sizing of conditional foundation

4.6 Determination of foundation settlement on sand cushion by layer-by-layer summation method

III. Feasibility Study

5. Calculation of shallow foundation

6. Calculation of pile foundation

7. Calculation of foundation on sand cushion

IV. Calculation for the entire structure of the most economical foundation

8. Calculation of pile foundation

8.1 Foundation Calculation No.

8.2 Foundation Calculation No.

8.3 Foundation Calculation No.

8.4 Foundation Calculation No.

Introduction.

To determine the maximum settlement of the structure, we calculate the most loaded foundation No. 4.

Assignment for the course project:

- Building diagram - 3 (Repair shop);

- Load variant - even;

- Soil variant - 12;

- Construction district - Chelyabinsk.

Лист 1.dwg

Лист 2.dwg