Content
- List of numbers
- List of tables
- Preface
- About the authors
- Soil behavior and solid mechanics
- Limit expansion method
- Land survey for project design
- Foundation release: load-bearing capacity and stability
- Global speed and dimensional stability
- Discovery
- Solid analysis and deep design
- Construction and testing of deep foundations
- Static analysis
- Reducing the balance sheet
- Cutting method
- Alternative calculations
- Requirements for stability analysis
- Reduction of line reduction
- Word
- Assignment
- Description
- Phone book
Preface
This book deals with basic engineering, including analysis and design. This book covers in detail all important issues related to the analysis, design, and construction of shallow and deep foundations, as well as safety analysis and slope mitigation.
From the analytical point of view, a special discussion on the method of demonstrating the inertia of basic soil and soil plastic concepts, such as the analysis of plastic boundaries and the concept of hole expansion, before going into the basic theory, global lateral pressure, and static analysis. This book prepares students for advanced nonlinear elastic-plastic analysis of foundations used in construction applications.
In terms of construction, this book presents the latest construction and testing methods used in practice. The connection between theory and practice is emphasized. The course can teach graphs and analytical methods commonly used in technology using Excel functions.
This book is intended primarily for undergraduate engineers and geotechnical engineering students and can also serve as a reference for practicing engineers.
The content is divided into nine sections. Chapter 1 describes the foundational behavior of soils, solid soil mechanics, and the concept of plasticity, which are useful for foundation analyses. Chapter 2 introduces finite element analysis and pore expansion that can be used to determine the potential of the plant. Chapter 3 explains the nature of soil testing and presents various methods for determining soil properties. Chapter 4 covers the main methods for analyzing small foundations for capacity tolerances and stability. Chapter 5 introduces the principles of lateral earth pressure, followed by a description of three types of retaining walls: concrete retaining walls, retaining walls, and sheet piles. Chapter 6 discusses the basic concepts and methods of excavation design. Due to the difference in the construction process between driven piles and bored piles, two sections were used to describe issues related to deep foundations. Chapter 7 focuses on static analysis and deep layer design, where multiple design methods can be shared among drill piles. Chapter 8 describes the construction and measurement of deep foundations, where it is not necessary to solve these problems, which differ between piles and boreholes due to the difference in evidence in the construction processes. Nature and different species are available for analysis and reduction of the products introduced in Chapter 9.
All chapters contain numerous examples illustrating various analytical and graphical methods. Excel solutions include many examples that teachers and students can download. With Excel, students can easily find the effect of different parameters on the calculation results. Many long-term equations, such as ground pressure or ground stress increase due to foundation loads, can be easily calculated with Excel. Some of the illustrations and tables usually included in the basic technical book can be omitted. Problems such as shear methods in slope analysis using Excel, wave analysis, and post-loaded piles using the p-y method can also be solved as explained in many examples in this book. It should be emphasized that the Excel program is provided as a learning tool only and cannot be used for construction purposes.
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