Foundation tape shallow in the city of Rostov-on-Don, 10 et. building

Contents

1.Engineering and Geological Section

1.1 Classification of soils

1.2 Construction of an epure of table values of design resistance

2. Calculations of shallow foundation design

2.1 Determination of design loads

2.2 Determination of foundation depth

2.2.1 Design requirements

2.2.2 Climatic requirements

2.2.3 Analysis of geotechnical conditions

2.3 Determination of geometric parameters of foundation foot

2.3.1 Wall along axis

2.3.2 Column along axis

3. Sand cushion calculation

3.1. Design of sand cushion for tape foundation

3.2. Design of sand cushion for separate foundation for column

4. Determination of stabilized sediment of shallow foundation by layer-by-layer summation method on the 1st wall

4.1.1 Calculation of ordinates of natural pressure epure zg, i

4.1.2Computing the ordinates of the epure of additional pressure zg, i along the 1st wall

4.1.3. Calculation of deformation characteristics of soil layers of the base

4.1.4Development calculation on the 1st wall

4.2. Determination of stabilized sediment of shallow foundation by layer-by-layer summation method on the 2nd wall

4.2.1 Calculation of natural pressure epure ordinates zg, i

4.2.2Calculating the ordinates of the epure of additional pressure zg, i along the 2nd wall

4.2.3 Calculation of deformation characteristics of soil layers

Bases

4.2.4.Development calculation on the 2nd wall

5. Difference of precipitate of closely located walls

Makshanov_OIF_recover.dwg