- Inbunden (Hardback)
- Antal sidor
- John Wiley & Sons Inc
- Isenhower, William M.
- 247 x 165 x 31 mm
- Antal komponenter
- Contains 1 CD-ROM
- 975 g
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Analysis and Design of Shallow and Deep Foundations
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Single Piles and Pile Groups Under Lateral Loading
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Lymon C. Reese is Nasser I. Al Rashid Chair Emeritus and Professor of Civil Engineering at the University of Texas, Austin. He's also a partner in the firm of Lymon C. Reese & Associates. He's the author of more than 150 technical papers and coauthor of several books, including Dynamics of Offshore Structures, Second Edition (published by Wiley). William M. Isenhower is a project manager for Lymon C. Reese & Associates. He is a codeveloper of the LPILE plus computer program and is a registered professional engineer in Texas. Shin-Tower Wang is President of Lymon C. Reese & Associates. He is the author or coauthor of more than thirty papers and publications on foundation engineering. He is a registered professional engineer in Texas.
Preface. List of Symbols and Notations. 1. Introduction to Part 1. 1.1 Historical Use of Foundations. 1.2 Kinds of Foundations and their Uses. Spread Footings and Mats. Deep Foundations. Hybrid Foundations. 1.3 Concepts in Design. Site Visit. Gain Information of Geology at Site. Obtain Information on Magnitude and Nature of Loads on Foundation. Obtain Information on Properties of Soil at Site. Consideration of Long-term Effects. Appropriate Attention to Analysis. Recommendations for Tests of Deep Foundations. Observe Behavior of Foundation for Completed Structure. Problems. References. 2. Engineering Geology. 2.1 Introduction. 2.2 Nature of Soil Affected by Geologic Processes. Nature of Transported Soil. Weathering and Residual Soil. Nature of Soil Affected by Volcanic Processes. Nature of Glaciated Soil. Karst Geology. 2.3 Available Data on Regions in the United States. 2.4 U.S. Geological Survey and State Agencies. 2.5 Examples of Application of Engineering Geology. 2.6 Site Visit. Problems. References. 3. Fundamentals of Soil Mechanics. 3.1 Introduction. 3.2 Data Needed to Design Foundations. Solid and Rock Classification. Location of the Water Table. Shear Strength and Density. Deformability Characteristics. Prediction of Changes in Conditions and the Environment. 3.3 Nature of Soil. Grain-size Distribution. Types of Soil and Rock. Mineralogy of Common Geologic Materials. Water Content and Void Ratio. Saturation of Soil. Weight-Volume Relationships. Atterberg Limits and the Unified Soils Classification System. 3.4 Concept of Effective Stress. Laboratory Tests for Consolidation of Soils. Spring and Piston Model of Consolidation. Determination of Initial Total Stresses. Calculation of Total and Effective Stresses. The Role of Effective Stress in Soil Mechanics. 3.5 Analysis of Consolidation and Settlement. Time Rates of Settlement. One-Dimensional Consolidation Testing. The Consolidation Curve. Calculation of Total Settlement. Calculation of Settlement due to Consolidation. Reconstruction of the Field Consolidation Curve. Effects of Sample Disturbance on Consolidation Properties. Correlation of Consolidation Indices with Index Tests. Comments on Accuracy of Settlement Computations. 3.6 Shear Strength of Soils. Introduction. Friction Between Two Surfaces in Contact. Direct Shear Testing. Triaxial Shear Testing. Drained Triaxial Tests on Sand. Triaxial Shear Testing of Saturated Clays. The SHANSEP Method. Other Types of Shear Testing for Soils. Selection of the Appropriate Test Method. Problems. References. 4. Investigation of Subsurface Conditions. 4.1 Introduction. 4.2 Methods of Advancing Borings. Wash-boring Technique. Continuous-flight Auger with Hollow Core. 4.3 Methods of Sampling. Introduction. Sampling with Thin-Walled Tubes. Sampling with Thick-Walled Tube. Sampling Rock. 4.4 In Situ Testing of Soil. Cone Penetrometer and Piezometer-Cone Penetrometer. Vane Shear Device. Pressuremeter. 4.5 Boring Report. 4.6 Subsurface Investigations for Offshore Structures. Problems. References. 5. Principal Types of Foundations. 5.1 Shallow Foundations. 5.2 Deep Foundations. Introduction. Driven Piles with Impact Hammer. Drilled Shafts. Augercast Piles. GeoJet Piles. Micropiles. 5.3 Caissons. 5.4 Hybrid Foundation. Problems. References. 6. Designing Stable Foundations. 6.1 Introduction. 6.2 Total and Differential Settlement. 6.3 Allowable Settlement of Structures. Tolerance of Buildings to Settlement. Exceptional Case of Settlement. Problems in Proving Settlement. 6.4 Soil Investigations Appropriate to Design. Planning. Favorable Profiles. Soils with Special Characteristics. Calcare