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Foundation Design: Principles and Practices (3rd Edition) - A Comprehensive Guide for Engineers and Students

Foundation Design: Principles and Practices (3rd Edition) - A Comprehensive Guide for Engineers and Students

Foundation design is a crucial aspect of any engineering project, as it determines the stability and safety of the structures built on it. Foundation design involves geotechnical, structural, and construction aspects of foundation engineering, and requires a practical and design-oriented approach that addresses the challenges and uncertainties of real-world situations.

Foundation Design: Principles And Practices (3rd Edition) Downloads Torrent

Foundation Design: Principles and Practices (3rd Edition) is a textbook that covers the fundamental concepts and methods of foundation design, as well as the latest developments and applications in the field. The book is written by Donald P. Coduto, Professor Emeritus of Civil Engineering at California State Polytechnic University, Pomona, and a licensed professional engineer with over 40 years of experience in geotechnical and foundation engineering.

The book is divided into four parts: Part I introduces the basic principles of foundation engineering, such as soil mechanics, site investigation, bearing capacity, settlement, and lateral earth pressure. Part II covers shallow foundations, such as spread footings, mats, and combined footings. Part III deals with deep foundations, such as piles, drilled shafts, caissons, and micropiles. Part IV discusses special topics, such as foundations on expansive soils, foundations on collapsible soils, foundations on liquefiable soils, foundations on soft soils, foundations on slopes, retaining walls, sheet pile walls, braced cuts, cofferdams, soil improvement techniques, and foundation vibrations.

The book is designed for undergraduate and graduate students of civil engineering, as well as practicing engineers who want to update their knowledge and skills in foundation design. The book features numerous examples and problems that illustrate the application of theory to practice. The book also includes appendices that provide useful information on soil properties, design charts, and tables. The book is accompanied by a website that offers online resources for instructors and students, such as PowerPoint slides, solutions manual, spreadsheet programs, and MATLAB codes.

Foundation Design: Principles and Practices (3rd Edition) is a comprehensive and authoritative guide for engineers and students who want to learn the art and science of foundation design.In this article, we will review some of the key topics and concepts covered in Foundation Design: Principles and Practices (3rd Edition), and provide some examples and exercises to help you master the material.

Soil Mechanics

Soil mechanics is the branch of engineering that deals with the behavior and properties of soil as a construction material. Soil mechanics is essential for foundation design, as it provides the basis for analyzing the interaction between the soil and the foundation. Soil mechanics involves the study of soil classification, soil compaction, soil strength, soil consolidation, soil permeability, and soil stress-strain relationships.

One of the most important concepts in soil mechanics is the effective stress principle, which states that the total stress acting on a soil element is equal to the sum of the effective stress and the pore water pressure. The effective stress is the stress that is carried by the soil grains, and determines the strength and deformation of the soil. The pore water pressure is the pressure exerted by the water in the voids between the soil grains, and reduces the effective stress. The effective stress principle allows us to calculate the bearing capacity and settlement of foundations, as well as the stability of slopes and retaining walls.

Example 1

A square footing with a width of 2 m and a depth of 0.5 m is placed on a clay layer with a unit weight of 18 kN/m3 and an undrained shear strength of 50 kPa. The groundwater table is at a depth of 1 m below the ground surface. Calculate the ultimate bearing capacity and the factor of safety of the footing.


The ultimate bearing capacity of a shallow foundation on clay can be estimated by using Skempton's equation:

$$q_u = N_c c_u$$

where $q_u$ is the ultimate bearing capacity, $N_c$ is a dimensionless bearing capacity factor that depends on the shape and inclination of the footing, and $c_u$ is the undrained shear strength of the clay.

For a square footing with vertical sides and horizontal base, $N_c = 5.14$. Therefore,

$$q_u = 5.14 \times 50 = 257 kPa$$

The factor of safety of the footing is defined as the ratio of the ultimate bearing capacity to the applied load per unit area:

$$F_s = \fracq_uq$$

where $q$ is the applied load per unit area.

The applied load per unit area consists of two components: the weight of the footing and the weight of the soil above it. The weight of the footing is given by:

$$W_f = \gamma_f A_f = 24 \times 2 \times 0.5 = 24 kN/m^2$$

where $\gamma_f$ is the unit weight of concrete (assumed to be 24 kN/m3) and $A_f$ is the area of the footing.

The weight of the soil above the footing is given by:

$$W_s = \gamma_s A_f d_f = 18 \times 2 \times 0.5 = 18 kN/m^2$$

where $\gamma_s$ is the unit weight of soil and $d_f$ is the depth of footing.

Therefore, the applied load per unit area is:

$$q = W_f + W_s = 24 + 18 = 42 kN/m^2$$

Hence, the factor of safety is:

$$F_s = \frac25742 = 6.12$$ e0e6b7cb5c


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