Landslides in Practice: Investigation, Analysis, and Remedial/Preventative Options in Soils
A thorough text logically arranged and practical for continual reference.
Item #: 330-8163-05
ISBN: 0471678163
ISBN13: 978-0-471-67816-8
Author: Derek Cornforth Publisher: John Wiley & Sons Format: Hardcover
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The authoritative guide to landslide
investigation, evaluation, and mitigation design!
Landslides in Practice combines clearly written descriptions and
real-life case histories in an authoritative, practical guide to
landslide investigation, evaluation, and mitigation design. It
presents state-of-the-art investigative techniques and practical
information on proven remediation techniques and technologies,
including handy checklists for undertaking an initial field
examination of a landslide.
Landslides in Practice describes the technical tools needed to
study landslides-site investigations, soil shear strength
properties, and slope stability analyses-and details forty-five
methods for stabilizing landslides or preventing instability in
soils from occurring. Most remediation techniques are keyed to
the ENR Construction Cost Index to help readers determine a
rough estimate of the costs associated with the various
techniques.
To-the-point summaries explain presented techniques without
confusing jargon, and dozens of succinct case histories
integrated throughout the book serve as useful examples. In
addition, twelve expanded case histories illustrate in depth
many aspects of the landslide events and remediation strategies
covered.
Complete with hundreds of informative illustrations, Landslides
in Practice is a valuable resource for engineers, geologists,
consulting firms, and construction companies, as well as
landscape architects, land developers, and trial lawyers in the
construction industry. 624 pp.
Landslides in Practice: Investigation,
Analysis, and Remedial/Preventative Options in Soils - Table of Contents:
Relative
Cost of Construction
Metric
Conversions
About
This Book
About
the Author
Preface
Acknowledgments
Part A:
Investigations And Analyses
Landslides
Scope of the Book
Landslide Descriptions
Landslide Classification
Prevention of Landslides
Landslide Occurrences
Rainfall
Springs and Seepage
Irrigation and Aqueducts
Weathering
Fills
Earth Dams and Reservoirs
Cuts
Artesian Pressures
Concentrated Water Sources
River Erosion
Coastal Erosion
Subaerial Submarine Flow Slides
Debris Flow
Ancient Landslide Reactivation
Delayed Failure
Earthquakes
Rock Slopes
Loess Slopes
Highly Sensitive Silt and Clay
Field Investigations
Scope of Site Investigations
Preliminary Site Investigation
Geological Mapping
Topography
Survey Monitoring
Difficult Access
Overburden Drilling
Standard Penetration Test
Relatively Undisturbed Sampling
Test Pits, Trenches, Shafts, and Adits
Geophysical Explorations
Field Vane Test
Inclinometers and Piezometers
Inclinometers
Piezometers
Automatic Data Acquisition Systems
Groundwater
Groundwater Profile
Groundwater Flow along a Shear Zone
Effect of Rainfall on Groundwater Levels
Selection of Groundwater Levels in a Stability Analysis
Measurements of Field Permeability
Laboratory Shear Strength Measurements on Soils
Basic Concepts
Principle of Effective Stress
Pore Pressure Parameters A and B
Triaxial Tests
Shear Box Test
Ring Shear Test
Plane Strain Test
Mohr Diagram
Liquefaction Test
Additional Laboratory Shear Strength Tests
Properties of Sands and Other Cohesionless Soils
Classification
Gradation and Engineering Properties
Relative Density
Angle of Repose
Laboratory Drained Strength of Sand
Drained Strength Estimates
Selection of Drained Shear Strength of Sands for Stability
Analysis
Laboratory Undrained Strength of Sands
Active, Passive, and At-Rest Earth Pressure Coefficients
Field Behavior of Sands and Other Cohesionless Soils
Properties of Clays and Cohesive Soils
Description and Classification of Silts and Clays
Silt and Clay Classification Using Cohesive Index
Silt and Clay Consistency
Rate of Consolidation
Normally Consolidated and Overconsolidated Clays
Laboratory Drained Strength of Clays and Silts
Laboratory Undrained Strength of Clays and Silts
Residual Strength of Clay
Normally Consolidated Clay: Short-Term Stability
Normally Consolidated Clay: Long-Term Stability
Overconsolidated Clay: Short-Term Stability
Overconsolidated Clay: Long-Term Stability
Shear Movements and Failure in Overconsolidated Clay Slopes
Slope Stability Analyses
Measurement of Soil Density
Total Stress and Effective Stress Analyses
Landslide Shear Surfaces
Back Analyses
Vertical Cut in Clay
Infinite Slope Analysis
Double-Wedge Analysis
Triple-Wedge Analysis
Circular Arc Analysis
Other Circular and Noncircular Stability Analyses
Special Cases: (a) Partly Submerged Slope
Special Cases: (b) Partly Consolidated Soils
Special Cases: (c) Artesian Pressures
Special Cases: (d) Pile Resistance
Special Cases: (e) Rapid Drawdown Analysis
Special Cases: (f) Three-Dimensional Analysis
Special Cases: (g) Unsaturated Soils
Stability Charts
Neutral Line Concept
Stability Margin
Factor of Safety
Original Profile Analysis
Observational Method
Reliability Analysis (Taylor Series Method)
Erosion Control
Filter Design
Riprap Design
Fabrics
Earthquake-Induced Landslides
Liquefaction Analysis
Pseudostatic Analysis
Displacement of Marginally Stable Slopes
Part B:
Remedial And Preventative Options
Common Issues in Remediation
What Is Sufficient Remediation?
Groundwater Lowering
Filter and Drainage Layers
Hard, Crushed Rockfill Properties and Construction
Temporary Excavations and Closely Sequenced Construction
Conceptual Construction Contract Costs
Alternatives to Full Remediation of a Landslide
No Action
Maintenance
Observations
Avoidance
Selective Stabilization
Marginal Stabilization
Earthworks
Earthworks Overview
Slope Regrading
External Buttress
Infill Buttress
Replacement Buttress
Shear Key
Earthwork Specifications for Compacted Fill
Erosion Control Measures
Filter Systems
Reverse Filters
Riprap Slope Armor
Grouted Riprap
Gabion Mattresses
Shotcrete
Chunam Plaster
Bioremediation
Concrete Block Systems
Trenchfill Revetment
Dewatering Systems
Common Dewatering Issues
Horizontal Drains
Trench Drains
French Drains
Drainage Blanket
Deep Wells
Wellpoint and Ejector Systems
Relief Wells
Vertical Gravity Drains
Tunnels and Drainage Adits
Vertical Shaft with Drainage Array
Control of Surface Water and Water-Carrying Pipes
Dewatering through Consolidation
Prefabricated Vertical Drains
Seepage Barriers
Slurry Trench Cutoff Walls
Slope Liners
Grout Curtains
Soil Mix Walls
Retaining Walls
Retaining Walls Overview
Ground Anchors (Tiebacks)
Anchor Block and Element Walls
Tied-Back Soldier Pile Walls
Concrete Shear Pile Walls
Tied-Back Slurry Trench Concrete Walls
Masonry and Concrete Gravity Walls
Concrete Cantilever Walls
Concrete Crib Walls
Bin Walls
Gabion Walls
Earth Reinforcement Systems
Soil Nailing
Micropiles
Mechanically Stabilized Earth Walls
Liquefaction Mitigation Techniques
Compaction Grouting
Dynamic Compaction
Vibro-Compaction
Stone Columns (Vibro-Replacement)
Excavation and Replacement
Deep Soil Mixing
Slip Surface Strengthening
Isolated Shear Piles (Dowel Piles)
Other Techniques
Landslide Hazard
Landslide Hazard Mapping
Rockfall Hazard Rating System
Part C:
Selected Case Histories
Case
History 1: Washington Park Reservoirs Slide
Case
History 2: Beaver Shoreline Erosion
Case
History 3: Bonners Ferry Slide
Case
History 4: Washington Park Station Slide
Case
History 5: Pelton Park Slide
Case
History 6: Pelton Upper Slide
Case
History 7: Skagway Marine Slide
Case
History 8: Faraday Slide
Case
History 9: Goat Lick Slide
Case
History 10: Hagg Lake, Slides 4 and 3
Case
History 11: Hagg Lake, Slide 6
Case
History 12: Crown Point Highway Rock Slide
References
Credits
Case
History Cross-References
Index
Landslides in Practice: Investigation, Analysis, and Remedial/Preventative Options in Soils