Landslides in practice : (Record no. 2050)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 09170nam a2200229Ia 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240427160036.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 160802s9999 xx 000 0 und d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 9780471678168 |
| Binding type | hbk. |
| 041 ## - LANGUAGE CODE | |
| Language code of text/sound track or separate title | eng |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.151363 |
| Item number | COR-L |
| 100 ## - MAIN ENTRY--AUTHOR NAME | |
| Personal name | Cornforth, Derek H. |
| 245 ## - TITLE STATEMENT | |
| Title | Landslides in practice : |
| Remainder of title | investigation, analysis, and remedial/preventive options in soils / |
| Statement of responsibility, etc | by Derek H. Cornforth |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication | New Jersey : |
| Name of publisher | John Wiley, |
| Year of publication | 2005. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Number of Pages | xxiii, 596 p. |
| 500 ## - GENERAL NOTE | |
| General note | Includes bibliographical references and index. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | PART A: INVESTIGATIONS AND ANALYSES. –<br/>Chapter 1: Landslides. –<br/>1.1 Scope of the Book. –<br/>1.2 Landslide Descriptions. –<br/>1.3 Landslide Classification. –<br/>1.4 Prevention of Landslides. –<br/>1.5 Remediation of Landslides. –<br/>Chapter 2: Landslide Occurrences. –<br/>2.1 Rainfall. –<br/>2.2 Springs and Seepage. –<br/>2.3 Irrigation and Aqueducts. –<br/>2.4 Weathering. –<br/>2.5 Fills. –<br/>2.6 Earth Dams and Reservoirs. –<br/>2.7 Cuts. –<br/>2.8 Artesian Pressures. –<br/>2.9 Concentrated Water Sources. –<br/>2.10 River Erosion. –<br/>2.11 Coastal Erosion. –<br/>2.12 Subaerial Submarine Flow Slides.—<br/> 2.13 Debris Flow. –<br/>2.14 Ancient Landslide Reactivation. –<br/>2.15 Delayed Failure. –<br/>2.16 Earthquakes. –<br/>2.17 Rock Slopes. –<br/>2.18 Loess Slopes. –<br/>2.19 Highly Sensitive Silt and Clay. –<br/>Chapter 3: Field Investigations. –<br/>3.1 Scope of Site Investigations. –<br/>3.2 Preliminary Site Investigation. –<br/>3.3 Geological Mapping. –<br/>3.4 Topography. –<br/>3.5 Survey Monitoring. –<br/>3.6 Difficult Access. –<br/>3.7 Overburden Drilling. –<br/>3.8 Standard Penetration Test. –<br/>3.9 Relatively Undisturbed Sampling. –<br/>3.10 Test Pits,Trenches, Shafts, and Adits. –<br/>3.11 Geophysical Explorations. –<br/>3.12 Field Vane Test. –<br/>Chapter 4: Inclinometers and Piezometers. –<br/>4.1 Inclinometers. –<br/>4.2 Piezometers. –<br/>4.3 Automatic Data Acquisition Systems. –<br/>Chapter 5: Groundwater. –<br/>5.1 Groundwater Profile. –<br/>5.2 Groundwater Flow along a Shear Zone. –<br/>5.3 Effect of Rainfall on Groundwater Levels. –<br/>5.4 Selection of Groundwater Levels in a Stability Analysis. –<br/>5.5 Measurements of Field Permeability. –<br/>Chapter 6: Laboratory Shear Strength Measurements on Soils.—<br/> 6.1 Basic Concepts. 6.2 Principle of Effective Stress.—<br/> 6.3 Pore Pressure Parameters A and B. –<br/>6.4 Triaxial Tests. –<br/>6.5 Shear Box Test. –<br/>6.6 Ring Shear Test. –<br/>6.7 Plane Strain Test.—<br/> 6.8 Mohr Diagram. –<br/>6.9 Liquefaction Test. –<br/>6.10 Additional Laboratory Shear Strength Tests. –<br/>Chapter 7: Properties of Sands and Other Cohesionless Soils. –<br/>7.1 Classification.—<br/> 7.2 Gradation and Engineering Properties. –<br/>7.3 Relative Density. –<br/>7.4 Angle of Repose.—<br/> 7.5 Laboratory Drained Strength of Sand. –<br/>7.6 Drained Strength Estimates. –<br/>7.7 Selection of Drained Shear Strength of Sands for Stability Analysis. –<br/>7.8 Laboratory Undrained Strength of Sands. 7.9 Active, Passive, and At-Rest Earth Pressure Coefficients. –<br/>7.10 Field Behavior of Sands and Other Cohesionless Soils. –<br/>Chapter 8: Properties of Clays and Cohesive Soils.—<br/> 8.1 Description and Classification of Silts and Clays. –<br/>8.2 Silt and Clay Classification Using Cohesive Index.—<br/> 8.3 Silt and Clay Consistency. –<br/>8.4 Rate of Consolidation. –<br/>8.5 Normally Consolidated and Overconsolidated Clays. –<br/>8.6 Laboratory Drained Strength of Clays and Silts. –<br/>8.7 Laboratory Undrained Strength of Clays and Silts. –<br/>8.8 Residual Strength of Clay. –<br/>8.9 Normally Consolidated Clay: Short-Term Stability. –<br/>8.10 Normally Consolidated Clay: Long-Term Stability. –<br/>8.11 Overconsolidated Clay: Short-Term Stability. –<br/>8.12 Overconsolidated Clay: Long-Term Stability. –<br/>8.13 Shear Movements and Failure in Overconsolidated Clay Slopes . –<br/>Chapter 9: Slope Stability Analyses. –<br/>9.1 Measurement of Soil Density. –<br/>9.2 Total Stress and Effective Stress Analyses.—<br/> 9.3 Landslide Shear Surfaces. –<br/>9.4 Back Analyses. –<br/>9.5 Vertical Cut in Clay. –<br/>9.6 Infinite Slope Analysis. –<br/>9.7 Double-Wedge Analysis.—<br/> 9.8 Triple-Wedge Analysis.—<br/> 9.9 Circular Arc Analysis. –<br/>9.10 Other Circular and Noncircular Stability Analyses. –<br/>9.11 Special Cases: (a) Partly Submerged Slope. –<br/>9.12 Special Cases: (b) Partly Consolidated Soils.—<br/> 9.13 Special Cases: (c) Artesian Pressures. –<br/>9.14 Special Cases: (d) Pile Resistance. –<br/>9.15 Special Cases: (e) Rapid Drawdown Analysis. –<br/>9.16 Special Cases: (f) Three-Dimensional Analysis. –<br/>9.17 Special Cases: (g) Unsaturated Soils. –<br/>9.18 Stability Charts. –<br/>9.19 Neutral Line Concept. –<br/>Chapter 10: Stability Margin. –<br/>10.1 Factor of Safety. –<br/>10.2 Original Profile Analysis. –<br/>10.3 Observational Method. –<br/>10.4 Reliability Analysis (Taylor Series Method). –<br/>Chapter 11: Erosion Control. –<br/>11.1 Filter Design. –<br/>11.2 Riprap Design. –<br/>11.3 Fabrics. –<br/>Chapter 12: Earthquake-Induced Landslides. –<br/>12.1 Liquefaction Analysis. –<br/>12.2 Pseudostatic Analysis. –<br/>12.3 Displacement of Marginally Stable Slopes. –<br/>PART B: REMEDIAL AND PREVENTATIVE OPTIONS. –<br/>Chapter 13: Common Issues in Remediation. –<br/>13.1 What Is Sufficient Remediation? –<br/>13.2 Groundwater Lowering. –<br/>13.3 Filter and Drainage Layers. –<br/>13.4 Hard, Crushed Rockfill Properties and Construction. –<br/>13.5 Temporary Excavations and Closely Sequenced Construction. –<br/>13.6 Conceptual Construction Contract Costs. –<br/>Chapter 14: Alternatives to Full Remediation of a Landslide. –<br/>14.1 No Action. –<br/>14.2 Maintenance. –<br/>14.3 Observations. –<br/>14.4 Avoidance. –<br/>14.5 Selective Stabilization. –<br/>14.6 Marginal Stabilization. –<br/>Chapter 15: Earthworks. –<br/>15.1 Earthworks Overview. –<br/>15.2 Slope Regrading. –<br/>15.3 External Buttress. –<br/>15.4 Infill Buttress. –<br/>15.5 Replacement Buttress. –<br/>15.6 Shear Key. –<br/>15.7 Earthwork Specifications for Compacted Fill.—<br/> Chapter 16: Erosion Control Measures. –<br/>16.1 Filter Systems. 16.2 Reverse Filters. –<br/>16.3 Riprap Slope Armor. –<br/>16.4 Grouted Riprap. –<br/>16.5 Gabion Mattresses. –<br/>16.6 Shotcrete. –<br/>16.7 Chunam Plaster. –<br/>16.8 Bioremediation. –<br/>16.9 Concrete Block Systems. –<br/>16.10 Trenchfill Revetment. –<br/>Chapter 17: Dewatering Systems. –<br/>17.1 Common Dewatering Issues. –<br/>17.2 Horizontal Drains. –<br/>17.3 Trench Drains. –<br/>17.4 French Drains. –<br/>17.5 Drainage Blanket. –<br/>17.6 Deep Wells. –<br/>17.7 Wellpoint and Ejector Systems. –<br/>17.8 Relief Wells. –<br/>17.9 Vertical Gravity Drains. –<br/>17.10 Tunnels and Drainage Adits. –<br/>17.11 Vertical Shaft with Drainage Array. –<br/>17.12 Control of Surface Water and Water-Carrying Pipes. –<br/>17.13 Dewatering through Consolidation. –<br/>17.14 Prefabricated Vertical Drains. –<br/>Chapter 18: Seepage Barriers. 18.1 Slurry Trench Cutoff Walls. –<br/>18.2 Slope Liners. –<br/>18.3 Grout Curtains. –<br/>18.4 Soil Mix Walls. –<br/>Chapter 19: Retaining Walls. –<br/>19.1 Retaining Walls Overview. –<br/>19.2 Ground Anchors (Tiebacks). –<br/>19.3 Anchor Block and Element Walls. –<br/>19.4 Tied-Back Soldier Pile Walls. –<br/>19.5 Concrete Shear Pile Walls. –<br/>19.6 Tied-Back Slurry Trench Concrete Walls. –<br/>19.7 Masonry and Concrete Gravity Walls. –<br/>19.8 Concrete Cantilever Walls. –<br/>19.9 Concrete Crib Walls. –<br/>19.10 Bin Walls. –<br/>19.11 Gabion Walls. Chapter –<br/>20: Earth Reinforcement Systems. 20.1 Soil Nailing. –<br/>20.2 Micropiles. –<br/>20.3 Mechanically Stabilized Earth Walls. –<br/>Chapter 21: Liquefaction Mitigation Techniques. –<br/>21.1 Compaction Grouting. –<br/>21.2 Dynamic Compaction. –<br/>21.3 Vibro-Compaction. –<br/>21.4 Stone Columns (Vibro-Replacement). –<br/>21.5 Excavation and Replacement. –<br/>21.6 Deep Soil Mixing. Chapter –<br/>22: Slip Surface Strengthening. –<br/>22.1 Isolated Shear Piles (Dowel Piles). –<br/>22.2 Other Techniques. Chapter –<br/>23: Landslide Hazard. –<br/>23.1 Landslide Hazard Mapping. –<br/>23.2 Rockfall Hazard Rating System.—<br/> PART C: SELECTED CASE HISTORIES. Case History –<br/>1: Washington Park Reservoirs Slide. Case History –<br/>2: Beaver Shoreline Erosion. Case History –<br/>3: Bonners Ferry Slide. Case History –<br/>4: Washington Park Station Slide. Case History –<br/>5: Pelton Park Slide. Case History –<br/>6: Pelton Upper Slide. Case History –<br/>7: Skagway Marine Slide. Case History –<br/>8: Faraday Slide. Case History –<br/>9: Goat Lick Slide. Case History –<br/>10: Hagg Lake, Slides 4 and –<br/>3. Case History –<br/>11: Hagg Lake, Slide –<br/>6 . Case History –<br/>12: Crown Point Highway Rock Slide. References. Credits. Case History Cross-References. Index.<br/> |
| 520 ## - SUMMARY, ETC. | |
| Abstract, etc | Landslides: Investigation, Analysis, Mitigation and Remediation Design with Practical Examples and Case Histories is the first, and only,text to present not only state-of-the-art investigative techniques, but also practical information on tried and tested remediation techniques and technologies. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical Term | PL |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical Term | Soil Mechanics |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical Term | Landslide hazard analysis |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | Books |
| Lost status | Damaged status | Collection code | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Cost, normal purchase price | Full call number | Accession Number | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|
| Non Fiction | Library, SPAB | Library, SPAB | G-2 | 02/08/2016 | 002697624.151363 COR-L 00000092 20110317 RBC-22372/2010-20110317 RBC USD00018500 SPAB/LIB/2009-10/B | 8861.50 | 624.151363 COR-L | 002697 | Books |