Calculation of detergent plant foundations -PZ, Drawings

Contents

INTRODUCTION

1. REFERENCE OF THE DESIGNED BUILDING TO THE EXISTING TERRAIN OF THE CONSTRUCTION SITE

2. ASSESSMENT OF GEOTECHNICAL AND HYDROLOGICAL CONDITIONS OF CONSTRUCTION SITE

2.1 Soil classification

3. CONSTRUCTION OF ENGINEERING AND GEOLOGICAL SECTIONS

4. SHALLOW FOUNDATION CALCULATION (FMZ)

4.1. General provisions

4.2. Determination of foundation depth

4.3. Sizing the Foundation Floor by Axis

4.4. Sizing the Foundation Floor by Axis

5. CALCULATION OF PROBABLE SETTLEMENT OF SHALLOW FOUNDATION

5.1. Calculation of probable foundation settlement along the axis

5.2. Calculation of probable foundation settlement along the axis

6. SHALLOW FOUNDATION BODY CALCULATION (FMZ)

Calculation along axis 3 of FMZ

6.1. Design of FMZ foundation

6.2. Calculation of foundation strength for forcing

6.3. Calculation of the foundation by breaking strength

6.4. Foundation Crumbling Strength Calculation

6.5. Determination of section area of foundation slab part reinforcement

6.6. Calculation of foundation sub-column

6.6.1. Calculation of sub-column strength by normal sections

6.6.2. Calculation of sub-column strength by inclined sections

Calculation along axis 2 of FMZ

6.7. Design of FMZ foundation

6.8. Calculation of foundation strength for forcing

6.9. Calculation of the foundation by breaking strength

6.10. Foundation Crumbling Strength Calculation

6.11. Determination of section area of foundation slab part reinforcement

7. PILE FOUNDATION CALCULATION (PF)

Calculation of pile foundation SF-

7.1. General provisions

7.2. Determination of the bearing capacity of a single hanging pile

7.3. Pedestal Design

7.4. Sizing a Conditional Foundation

7.5. Calculation of probable foundation settlement

Calculation of pile foundation SF-

7.6. General provisions

7.7. Determination of the bearing capacity of a single hanging pile

7.8. Pedestal Design

7.9. Sizing a Conditional Foundation

7.10. Calculation of probable foundation settlement

8. FEASIBILITY COMPARISON OF FOUNDATION OPTIONS

LIST OF LITERATURE USED

Introduction

The purpose of this course design is to design (calculate, design and calculate) the optimal type of foundations in two design sections for the given structures of the building and ground conditions of the construction site based on the variant approach. The variant approach means the selection of two types of foundations (FMZ shallow foundation or SF pile foundation) acceptable under the specified soil conditions, the determination of their main parameters (dimensions, number of piles in the bush, etc.) and a technical and economic comparison with the identification of the most optimal option.

Design Task

Design assignment includes:

1. Task form for the course project with initial data for design, structure of the building, schedule of the course project, list of recommended literature;

2. Soil conditions form of the construction site, including the layout of geological workings, geological columns and physical and mechanical characteristics of soils;

3. Form with initial data on the structure (plan, section), characteristics of the structure, materials, availability of basements, etc.

Расчет ФМЗ и СФ.dwg