Problem solving in foundation engineering using foundationPro [electronic resource] / Mohammad Yamin.
Yamin, Mohammad, author.
2016
TA775
Available Online

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Title Problem solving in foundation engineering using foundationPro [electronic resource] / Mohammad Yamin.
Author Yamin, Mohammad, author.
ISBN 9783319176505 (electronic book)
3319176501 (electronic book)
9783319176499
3319176498
DOI https://doi.org/10.1007/978-3-319-17650-5
Published Cham : Springer, 2016.
Language English
Description 1 online resource
Item Number 10.1007/978-3-319-17650-5 doi
Call Number TA775
Dewey Decimal Classification 624.1/5
Summary This book is at once a supplement to traditional foundation engineering textbooks and an independent problem-solving learning tool. The book is written primarily for university students majoring in civil or construction engineering taking foundation analysis and design courses to encourage them to solve design problems. Its main aim is to stimulate problem solving capability and foster self-directed learning. It also explains the use of the foundationPro software, available at no cost, and includes a set of foundation engineering applications. Taking a unique approach, Dr. Yamin summarizes the general step-by-step procedure to solve various foundation engineering problems, illustrates traditional applications of these steps with longhand solutions, and presents the foundationPro solutions. The special structure of the book allows it to be used in undergraduate and graduate foundation design and analysis courses in civil and construction engineering. The book stands as valuable resource for students, faculty, and practicing professional engineers. This book also: Maximizes reader understanding of the basic principles of foundation engineering: shallow foundations on homogeneous soils, single piles, single drilled shafts, and mechanically stabilized earth walls (MSE) Examines bearing capacity and settlement analyses of shallow foundations considering varying elastic moduli of soil and foundation rigidity, piles, and drilled shafts Examines internal and external stabilities of mechanically stabilized earth walls with varying horizontal spacing between reinforcing strips with depth Summarizes the step-by-step procedure needed to solve foundation engineering problems in an easy and systematic way including all necessary equations and charts .
Bibliography, etc. Note Includes bibliographical references.
Access Note Access limited to authorized users.
Source of Description Online resource; title from PDF title page (viewed September 11, 2015)
Available in Other Form Print version: 9783319176499
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Preface; Acknowledgements; Contents; Chapter 1: Shallow Foundations on Homogeneous Soil; 1.1 Introduction; 1.2 Theory; 1.2.1 Bearing Capacity of Shallow Foundation; 1.2.1.1 Bearing Capacity Factors; 1.2.1.2 Effect of Foundation Depth; 1.2.1.3 Effect of Load Inclination; 1.2.1.4 Effect of Soil Compressibility; 1.2.1.5 Effect of Groundwater Table; 1.2.1.6 Effect of Bending Moments on Foundation (Load Eccentricity); 1.2.1.7 Effect of Foundation Shape; 1.2.2 Elastic Settlement of Foundation; 1.2.2.1 Effect of Foundation Rigidity; 1.2.2.2 Effect of Foundation Embedment

1.2.2.3 Effect of the Variation of Elastic Modulus of Soil with Depth1.2.3 Foundation Loads; 1.2.3.1 Foundation Loads Based on Bearing Capacity; 1.2.3.2 Foundation Loads Based on Elastic Settlement; 1.3 Step-by-Step Procedure; 1.4 Design Problems; 1.4.1 Strip/Continuous Foundation; 1.4.1.1 Hand Solution; 1.4.1.2 foundationPro Solution; General Information Section; Groundwater Table and Soil Information Section; Foundation Shape/Depth Section; Load Conditions and Elastic Settlement Sections; Output Section; 1.4.2 Rectangular Foundation; 1.4.2.1 Hand Solution; 1.4.2.2 foundationPro Solution

General Information SectionGroundwater Table and Soil Information Section; Foundation Shape/Depth Section; 1.4.3 Square Foundation with Horizontal Loading; 1.4.3.1 Hand Solution; 1.4.3.2 foundationPro Solution; General Information Section; Groundwater Table and Soil Information Sections; Foundation Shape/Depth Section; Load Conditions and Elastic Settlement; 1.4.4 Circular Foundation with One-Way Load Eccentricity; 1.4.4.1 Hand Solution; 1.4.4.2 foundationPro Solution; General Information Section; Groundwater Table Section; Foundation Shape/Depth Section; Load Conditions Section

1.4.5 Rectangular Foundation with One-Way Load Eccentricity1.4.5.1 Hand Solution; 1.4.5.2 foundationPro Solution; General Information Section; Groundwater Table and Soil Information Section; Foundation Shape/Depth Section; Load Conditions Section; Elastic Settlement Section; 1.4.6 Square Foundation with Soil Compressibility; 1.4.6.1 Hand Solution; 1.4.6.2 foundationPro Solution; General Information Section; Groundwater Table and Soil Information Section; Foundation Shape/Depth Section; Load Conditions and Elastic Settlement Sections; 1.4.7 Rectangular Foundation with Soil Compressibility

1.4.7.1 Hand Solution1.4.7.2 foundationPro Solution; General Information Section; Groundwater Table and Soil Information Section; Foundation Shape/Depth Section; Load Conditions and Elastic Settlement Sections; 1.4.8 Strip/Continuous Foundation with Horizontal Loading; 1.4.8.1 Hand Solution; 1.4.8.2 foundationPro Solution; General Information Section; Groundwater Table and Soil Information Section; Foundation Shape/Depth Section; Load Conditions and Elastic Settlement Sections; 1.4.9 Square Foundation with Load Eccentricity and Horizontal Loading; 1.4.9.1 Hand Solution

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