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    Soil Mechanics Fundamentals

    AvMuniram Budhu

    Häftad, Engelska, 2015

    644 kr

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    E-bok

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    E-bok

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    Häftad

    671 kr

    E-bok

    773 kr

    E-bok

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    Beskrivning

    This accessible, clear and concise textbook strikes a balance between theory and practical applications for an introductory course in soil mechanics for undergraduates in civil engineering, construction, mining and geological engineering.Soil Mechanics Fundamentals lays a solid foundation on key principles of soil mechanics for application in later engineering courses as well as in engineering practice.  With this textbook, students will learn how to conduct a site investigation, acquire an understanding of the physical and mechanical properties of soils and methods of determining them, and apply the knowledge gained to analyse and design earthworks, simple foundations, retaining walls and slopes.The author discusses and demonstrates contemporary ideas and methods of interpreting the physical and mechanical properties of soils for both fundamental knowledge and for practical applications.The chapter presentation and content is informed by modern theories of how students learn:  Learning objectives inform students what knowledge and skills they are expected to gain from the chapter.Definitions of Key Terms are given which students may not have encountered previously, or may have been understood in a different context.Key Point summaries throughout emphasize the most important points in the material just read. Practical Examples give students an opportunity to see how the prior and current principles are integrated to solve ‘real world’ problems.

    Produktinformation

    • Utgivningsdatum:2015-08-14
    • Mått:191 x 246 x 17 mm
    • Vikt:816 g
    • Format:Häftad
    • Språk:Engelska
    • Antal sidor:384
    • Förlag:John Wiley and Sons Ltd
    • ISBN:9780470577950

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik

    Mer om författaren

    Muniram (Muni) Budhu is Professor of Civil Engineering & Engineering Mechanics at the University of Arizona, Tucson, Arizona.  He received his BSc (First Class Honors) in Civil Engineering from the University of the West Indies and his PhD in Soil Mechanics from Cambridge University, England. Prior to joining the University of Arizona, Dr. Budhu served on the faculty at the University of Guyana; McMaster University, Canada and the State University of New York at Buffalo. He spent sabbaticals as visiting Professor at St. Catherine’s College, Oxford University;  Eidgenössische Technische Hochschule Zürich(Swiss Federal Institute of Technology, Zurich), and theUniversity of Western Australia.

    Innehållsförteckning

    • About the Author xiOther Books by this Author xiiiPreface xvAcknowledgments xixNotes for Students and Instructors xxiNotation, Abbreviations, Unit Notation, and Conversion Factors xxv1 Composition and Particle Sizes of Soils 11.1 Introduction 11.2 Definitions of Key Terms 11.3 Composition of Soils 21.3.1 Soil formation 21.3.2 Soil types 21.3.3 Soil minerals 31.3.4 Surface forces and adsorbed water 51.3.5 Soil fabric 61.4 Determination of Particle Size 71.4.1 Particle size of coarse-grained soils 71.4.2 Particle size of fine-grained soils 91.5 Characterization of Soils Based on Particle Size 101.6 Comparison of Coarse-Grained and Fine-Grained Soils for Engineering Use 181.7 Summary 19Exercises 192 Phase Relationships, Physical Soil States, and Soil Classification 232.1 Introduction 232.2 Definitions of Key Terms 232.3 Phase Relationships 242.4 Physical States and Index Parameters of Fine-Grained Soils 362.5 Determination of the Liquid, Plastic, and Shrinkage Limits 402.5.1 Casagrande’s cup method: ASTM D 4318 402.5.2 Plastic limit test: ASTM D 4318 412.5.3 Shrinkage limit: ASTM D 427 and D 4943 422.6 Soil Classification Schemes 452.6.1 American Society for Testing and Materials and the Unified Soil Classification System (ASTM-USCS) 452.6.2 AASHTO soil classification system 452.6.3 Plasticity chart 492.7 Engineering Use Chart 502.8 Summary 542.8.1 Practical examples 54Exercises 573 Soils Investigation 633.1 Introduction 633.2 Definitions of Key Terms 643.3 Purposes of a Soils Investigation 643.4 Phases of a Soils Investigation 653.5 Soils Exploration Program 663.5.1 Soils exploration methods 673.5.1.1 Geophysical methods 673.5.1.2 Destructive methods 713.5.2 Soil identification in the field 723.5.3 Number and depths of boreholes 753.5.4 Soil sampling 763.5.5 Groundwater conditions 783.5.6 Types of in situ or field tests 793.5.6.1 Vane shear test (VST): ASTM D 2573 803.5.6.2 Standard penetration test (SPT): ASTM D 1586 813.5.6.3 Cone penetrometer test (CPT): ASTM D 5778 873.5.6.4 Pressuremeter: ASTM D 4719-87 903.5.6.5 Flat plate dilatometer (DMT) 903.5.7 Soils laboratory tests 923.5.8 Types of laboratory tests 923.6 Soils Report 933.7 Summary 95Exercises 964 One- and Two-Dimensional Flows of Water Through Soils 994.1 Introduction 994.2 Definitions of Key Terms 994.3 One-Dimensional Flow of Water Through Saturated Soils 1004.4 Flow of Water Through Unsaturated Soils 1034.5 Empirical Relationship for kz 1034.6 Flow Parallel to Soil Layers 1054.7 Flow Normal to Soil Layers 1064.8 Equivalent Hydraulic Conductivity 1064.9 Laboratory Determination of Hydraulic Conductivity 1084.9.1 Constant-head test 1084.9.2 Falling-head test 1094.10 Two-Dimensional Flow of Water Through Soils 1124.11 Flownet Sketching 1144.11.1 Criteria for sketching flownets 1154.11.2 Flownet for isotropic soils 1164.12 Interpretation of Flownet 1164.12.1 Flow rate 1164.12.2 Hydraulic gradient 1174.12.3 Critical hydraulic gradient 1174.12.4 Porewater pressure distribution 1184.12.5 Uplift forces 1184.13 Summary 1194.13.1 Practical examples 119Exercises 1235 Soil Compaction 1275.1 Introduction 1275.2 Definition of Key Terms 1275.3 Benefits of Soil Compaction 1285.4 Theoretical Maximum Dry Unit Weight 1285.5 Proctor Compaction Test: ASTM D 698 and ASTM D 1557 1285.6 Interpretation of Proctor Test Results 1315.7 Field Compaction 1375.8 Compaction Quality Control 1395.8.1 Sand cone: ASTM D 1556 1395.8.2 Balloon test: ASTM D 2167 1415.8.3 Nuclear density meter: ASTM D 2922 and ASTM D 5195 1425.8.4 Comparisons among the three popular compaction quality control tests 1425.9 Summary 1435.9.1 Practical example 143Exercises 1456 Stresses from Surface Loads and the Principle of Effective Stress 1496.1 Introduction 1496.2 Definition of Key Terms 1496.3 Vertical Stress Increase in Soils from Surface Loads 1506.3.1 Regular shaped surface loads on a semi-infinite half-space 1506.3.2 How to use the charts 1556.3.3 Infinite loads 1566.3.4 Vertical stress below arbitrarily shaped areas 1576.4 Total and Effective Stresses 1666.4.1 The principle of effective stress 1666.4.2 Total and effective stresses due to geostatic stress fields 1676.4.3 Effects of capillarity 1686.4.4 Effects of seepage 1696.5 Lateral Earth Pressure at Rest 1776.6 Field Monitoring of Soil Stresses 1786.7 Summary 1796.7.1 Practical example 179Exercises 1817 Soil Settlement 1877.1 Introduction 1877.2 Definitions of Key Terms 1877.3 Basic Concept 1887.4 Settlement of Free-Draining Coarse-Grained Soils 1917.5 Settlement of Non–Free-Draining Soils 1927.6 The One-Dimensional Consolidation Test 1937.6.1 Drainage path 1957.6.2 Instantaneous load 1957.6.3 Consolidation under a constant load: primary consolidation 1967.6.4 Effective stress changes 1967.6.5 Effects of loading history 1987.6.6 Effects of soil unit weight or soil density 1987.6.7 Determination of void ratio at the end of a loading step 2007.6.8 Determination of compression and recompression indexes 2007.6.9 Determination of the modulus of volume change 2017.6.10 Determination of the coefficient of consolidation 2027.6.10.1 Root time method (square root time method) 2037.6.10.2 Log time method 2047.6.11 Determination of the past maximum vertical effective stress 2057.6.11.1 Casagrande’s method 2057.6.11.2 Brazilian method 2067.6.11.3 Strain energy method 2067.6.12 Determination of the secondary compression index 2087.7 Relationship between Laboratory and Field Consolidation 2167.8 Calculation of Primary Consolidation Settlement 2187.8.1 Effects of unloading/reloading of a soil sample taken from the field 2187.8.2 Primary consolidation settlement of normally consolidated fine-grained soils 2197.8.3 Primary consolidation settlement of overconsolidated fine-grained soils 2197.8.4 Procedure to calculate primary consolidation settlement 2207.9 Secondary Compression 2217.10 Settlement of Thick Soil Layers 2217.11 One-Dimensional Consolidation Theory 2247.12 Typical Values of Consolidation Settlement Parameters and Empirical Relationships 2267.13 Monitoring Soil Settlement 2277.14 Summary 2287.14.1 Practical example 228Exercises 2328 Soil Strength 2398.1 Introduction 2398.2 Definitions of Key Terms 2398.3 Basic Concept 2408.4 Typical Response of Soils to Shearing Forces 2408.4.1 Effects of increasing the normal effective stress 2428.4.2 Effects of overconsolidation ratio, relative density, and unit weight ratio 2438.4.3 Effects of drainage of excess porewater pressure 2458.4.4 Effects of cohesion 2468.4.5 Effects of soil tension and saturation 2478.4.6 Effects of cementation 2488.5 Three Models for Interpreting the Shear Strength of Soils 2498.5.1 Coulomb’s failure criterion 2508.5.2 Mohr–Coulomb failure criterion 2518.5.2.1 Saturated, uncemented soils at critical state (Figure 8.9) 2528.5.2.2 Saturated, uncemented soils at peak state 2528.5.2.3 Unsaturated, cemented, cohesive soils (Figure 8.10) 2528.5.3 Tresca’s failure criterion 2548.6 Factors Affecting the Shear Strength Parameters 2568.7 Laboratory Tests to Determine Shear Strength Parameters 2588.7.1 A simple test to determine the critical state friction angle of clean coarse-grained soils 2588.7.2 Shear box or direct shear test ASTM D 3080 2588.7.3 Conventional triaxial apparatus 2688.7.4 Direct simple shear 2788.8 Specifying Laboratory Strength Tests 2798.9 Estimating Soil Parameters from in Situ (Field) Tests 2808.9.1 Vane shear test (VST): ASTM D 2573 2808.9.2 Standard penetration test (SPT)): ASTM D 1586 2818.9.3 Cone penetrometer test (CPT): ASTM D 5778 2828.10 Some Empirical and Theoretical Relationships for Shear Strength Parameters 2838.11 Summary 2848.11.1 Practical examples 284Exercises 290Appendix A: Derivation of the One-Dimensional Consolidation Theory 295Appendix B: Mohr’s Circle for Finding Stress States 299Appendix C: Frequently Used Tables of Soil Parameters and Correlations 301Appendix D: Collection of Equations 313References 325Index 329
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