Geotechnical Engineering Calculations and Rules of Thumb

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Geotechnical Engineering Calculations and Rules of Thumb / Ruwan Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse, Ruwan Abey Rajapakse

資料種別:

電子ブック

出版情報:

Elsevier ScienceDirect Books Complete
Butterworth-Heinemann, 2008

著者名:

ISBN:

9780750687645 [0750687649]
9786613074225 [6613074225]

書誌ID:

OB00566538

子書誌情報

フルテキスト

所蔵情報

書誌詳細

主題:

Earth Sciences - General and Others

言語:

英語

目次情報:

Geotechnical Engineering Fundamentals / Part 1：

Site Investigation and Soil Conditions / Chapter 1：

Introduction / 1.1：

Origin of a Project / 1.2：

Geotechnical Investigation Procedure / 1.3：

Literature Survey / 1.4：

Field Visit / 1.5：

Subsurface Investigation Phase / 1.6：

Geotechnical Field Tests / 1.7：

Correlation Between Friction Angle ([phi]) and SPT (N) Value / 1.8：

SPT (N) Value Computation Based on Drill Rig Efficiency / 1.9：

SPT-CPT Correlations / 1.10：

Groundwater / 1.11：

Laboratory Testing / 1.12：

References

Geotechnical Engineering Theoretical Concepts / Chapter 2：

Vertical Effective Stress / 2.1：

Lateral Earth Pressure / 2.2：

Stress Increase Due to Footings / 2.3：

Overconsolidation Ratio (OCR) / 2.4：

Soil Compaction / 2.5：

Borrow Pit Computations / 2.6：

Shallow Foundations / Part 2：

Shallow Foundation Fundamentals / Chapter 3：

Buildings / 3.1：

Bridges / 3.3：

Frost Depth / 3.4：

Bearing Capacity: Rules of Thumb / Chapter 4：

Bearing Capacity in Medium to Coarse Sands / 4.1：

Bearing Capacity in Fine Sands / 4.3：

Bearing Capacity Computation / Chapter 5：

Terms Used in the Terzaghi Bearing Capacity Equation / 5.1：

Description of Terms in the Terzaghi Bearing Capacity Equation / 5.2：

Discussion of the Terzaghi Bearing Capacity Equation / 5.3：

Bearing Capacity in Sandy Soil / 5.4：

Bearing Capacity in Clay / 5.5：

Bearing Capacity in Layered Soil / 5.6：

Bearing Capacity when Groundwater Present / 5.7：

Groundwater Below the Stress Triangle / 5.8：

Groundwater Above the Bottom of Footing Level / 5.9：

Groundwater at Bottom of Footing Level / 5.10：

Shallow Foundations in Bridge Abutments / 5.11：

Elastic Settlement of Shallow Foundations / Chapter 6：

Reference / 6.1：

Foundation Reinforcement Design / Chapter 7：

Concrete Design (Refresher) / 7.1：

Design for Beam Flexure / 7.2：

Grillage Design / 7.3：

Footings Subjected to Bending Moment / 8.1：

Representation of Bending Moment with an Eccentric Load / 9.1：

Geogrids / Chapter 10：

Failure Mechanisms / 10.1：

Tie Beams and Grade Beams / Chapter 11：

Tie Beams / 11.1：

Grade Beams / 11.2：

Construction Joints / 11.3：

Drainage for Shallow Foundations / Chapter 12：

Ground Freezing / 12.1：

Drain Pipes and Filter Design / 12.3：

Geotextile Filter Design / 12.4：

Summary / 12.5：

Selection of Foundation Type / Chapter 13：

Mat Foundations / 13.1：

Pile Foundations / 13.3：

Caissons / 13.4：

Foundation Selection Criteria / 13.5：

Consolidation / Chapter 14：

Excess Pore Pressure Distribution / 14.1：

Normally Consolidated Clays and Overconsolidated Clays / 14.3：

Total Primary Consolidation / 14.4：

Consolidation in Overconsolidated Clay / 14.5：

Computation of Time for Consolidation / 14.6：

Earth Retaining Structures / Part 3：

Water Pressure Distribution / Chapter 15：

Active Earth Pressure Coefficient, K[subscript a] / 15.3：

Earth Pressure Coefficient at Rest, K[subscript 0] / 15.4：

Gravity Retaining Walls: Sand Backfill / 15.5：

Retaining Wall Design when Groundwater Is Present / 15.6：

Retaining Wall Design in Nonhomogeneous Sands / 15.7：

Gabion Walls / Chapter 16：

Log Retaining Walls / 16.1：

Reinforced Earth Walls / Chapter 17：

Equations to Compute the Horizontal Force on the Facing Unit, H / 17.1：

Equations to Compute the Metal-Soil Friction, P / 17.3：

Geotechnical Engineering Strategies / Part 4：

Geotechnical Engineering Software / Chapter 18：

Slope Stability Analysis / 18.1：

Bridge Foundations / 18.3：

Rock Mechanics / 18.4：

Pile Design / 18.5：

Lateral Loading Analysis-Computer Software / 18.6：

Finite Element Method / 18.7：

Boundary Element Method / 18.8：

Geotechnical Instrumentation / Chapter 19：

Inclinometer / 19.1：

Tiltmeter / 19.2：

Unbraced Excavations / Chapter 20：

Raft Design / 20.1：

Raft Design in Sandy Soils / 21.1：

Rock Mechanics and Foundation Design in Rock / Chapter 22：

Brief Overview of Rocks / 22.1：

Rock Joints / 22.3：

Rock Coring and Logging / 22.4：

Rock Mass Classification / 22.5：

Q system / 22.6：

Dip Angle and Strike / Chapter 23：

Oriented Rock Coring / 23.1：

Oriented Core Data / 23.3：

Rock Bolts, Dowels, and Cable Bolts / Chapter 24：

Mechanical Rock Anchors / 24.1：

Resin Anchored Rock Bolts / 24.3：

Rock Dowels / 24.4：

Grouted Rock Anchors / 24.5：

Prestressed Grouted Rock Anchors / 24.6：

Soil Anchors / Chapter 25：

Mechanical Soil Anchors / 25.1：

Grouted Soil Anchors / 25.2：

Tunnel Design / Chapter 26：

Roadheaders / 26.1：

Drill and Blast / 26.3：

Tunnel Design Fundamentals / 26.4：

Tunnel Support Systems / 26.5：

Wedge Analysis / 26.6：

Short Course on Seismology / Chapter 27：

Richter Magnitude Scale (M) / 27.1：

Liquefaction / 27.3：

Geosynthetics in Geotechnical Engineering / Chapter 28：

Geotextiles / 28.1：

Geomembranes / 28.2：

Geosynthetic Clay Liners (GCLs) / 28.3：

Geogrids, Geonets, and Geocomposites / 28.4：

Slurry Cutoff Walls / Chapter 29：

Slurry Cutoff Wall Types / 29.1：

Soil-Bentonite Walls (SB Walls) / 29.2：

Cement-Bentonite Walls (CB Walls) / 29.3：

Trench Stability for Slurry Cutoff Walls in Sandy Soils / 29.4：

Pile Types / Part 5：

Timber Piles / 30.3：

Steel H-Piles / 30.4：

Pipe Piles / 30.5：

Precast Concrete Piles / 30.6：

Reinforced Concrete Piles / 30.7：

Prestressed Concrete Piles / 30.8：

Driven Cast-in-Place Concrete Piles / 30.9：

Selection of Pile Type / 30.10：

Pile Design in Sandy Soils / Chapter 31：

Description of Terms / 31.1：

Equations for End Bearing Capacity in Sandy Soils / 31.2：

Equations for Skin Friction in Sandy Soils / 31.3：

Critical Depth for Skin Friction (Sandy Soils) / 31.4：

Critical Depth for End Bearing Capacity (Sandy Soils) / 31.5：

Pile Design in Clay Soils / Chapter 32：

End Bearing Capacity in Clay Soils, Different Methods / 32.1：

Skin Friction in Clay Soils (Different Methods) / 32.3：

Piles in Clay Soils / 32.4：

Case Study: Foundation Design Options / 32.5：

Design of Pin Piles: Semi-Empirical Approach / Chapter 33：

Theory / 33.1：

Design of Pin Piles in Sandy Soils / 33.2：

Neutral Plane Concept and Negative Skin Friction / Chapter 34：

Negative Skin Friction / 34.1：

Bitumen Coated Pile Installation / 34.3：

Design of Caissons / Chapter 35：

Brief History of Caissons / 35.1：

Caisson Design in Clay Soil / 35.3：

Meyerhoff Equation for Caissons / 35.4：

Belled Caisson Design / 35.5：

Caisson Design in Rock / 35.6：

Design of Pile Groups / Chapter 36：

Soil Disturbance During Driving / 36.1：

Soil Compaction in Sandy Soil / 36.3：

Conversions / Appendix：

Index

Geotechnical Engineering Fundamentals / Part 1：

Site Investigation and Soil Conditions / Chapter 1：

Introduction / 1.1：

Origin of a Project / 1.2：

Geotechnical Investigation Procedure / 1.3：

Literature Survey / 1.4：

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