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The Slope Stability Reference Guide for National Forests in the United States covers stability of both soil and rock slopes. It was written by 23 authors, who are present or former Forest Service engineering geologists, geotechnical engineers and geomorphologists, as an attempt to capture the technical advancements made by the Forest Service over the past 25 years in predicting and analyzing slope behavior in mountainous terrain.
Publish Date
1994
Publisher
U.S. Dept. of Agriculture, Forest Service, Engineering Staff,
For sale by U.S. G.P.O., Supt. of Docs.
Language
English
Pages
1091
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Subjects
Soil stabilization, Slopes (Soil mechanics)Showing 1 featured edition. View all 1 editions?
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1
Slope stability reference guide for national forests in the United States
1994, U.S. Dept. of Agriculture, Forest Service, Engineering Staff, For sale by U.S. G.P.O., Supt. of Docs.
in English
0160453070 9780160453076
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Book Details
Table of Contents
1.
Introduction and Suggestions for Use
1A.
Guide to the Guide
1B.
Introduction to the Three-Level Stability Analysis Concept
1.1.
Appendix 1.1. Introduction to the Three-Level Stability Analysis Concept
2.
Initial Slope Stability Assessment in Resource Planning
2A.
Introduction
2B.
Climatic, Geologic, and Hydrologic Influences on Slope Stability
2C.
Basin-Scale Assessment of Geologic Hazards
2D.
Considerations for Rock Slope Stability in Reconnaissance-Level Projects
2E.
Cumulative Effects
2F.
Watershed Analysis Case Histories
2.1.
Appendix 2.1. Basin Study Checklist
2.2.
Appendix 2.2. LISA Problem Example
2.3.
Appendix 2.3. Geologic Information Management
3.
Site Investigation
3A.
Problem Definition and Application of the Scientific Method
3B.
Soil and Rock Classification for Engineering Analysis and Design
3C.
Surface Investigations
3D.
Subsurface Investigation
3E.
Geotechnical Monitoring
3.1.
Appendix 3.1. Review of the Scientific Method
3.2.
Appendix 3.2. Procedures for Determining Unified Soil Classification
3.3.
Appendix 3.3. ODOT Rock Classification System
3.4.
Appendix 3.4. Unified Rock Classification System
3.5.
Appendix 3.5. The Field-Developed Cross-Sextion
3.6.
Appendix 3.6. Geotechnical Exploration—Drive Probe Method
II.
4.
Parameters for Stability Analysis
4A.
Fundamental Stress-Strain Relationships
4B.
Soil Weight/Volume Relationships
4C.
Strength and Behavior of Soil
4D.
Strength and Behavior of Rock
4E.
Ground Water Fundamentals
4F.
Root Strength and Tree Surcharge
5.
Slope Stability Analysis
5A.
Fundamentals and Derivations
5B.
Soil Slopes—Level I Analysis—Natural Slopes
5C.
Soil Slopes—Level II Analysis—Constructed Slopes
5D.
Soil Slopes—Transition From Deterministic to Probabilistic Analyses
5E.
Soil Slopes—Level I and II Probabilistic Analyses
5F.
Soil Slopes—Level III Stability Analysis
5G.
Soil Slopes—Sample Problem Including All Three Levels of Analysis
5H.
Rock Slopes—Fundamentals and Sample Problems
III.
6.
Stabilization
6A.
Stabilization Considerations
6B.
Modification of Geometry
6C.
Surface and Subsurface Drainage
6D.
Horizontal Drains
6E.
Buttresses
6F.
Soil Slope Stabilization—Reinforced Fills
6G.
Shear Trenches
6H.
Rock Slope Stabilization
6I.
Comparison of Alternatives and Decision Analysis
6J.
Construction Control
6K.
Post-Construction Monitoring of the Technical Structures and Projects
6.1.
Appendix 6.1. Horizontal Drains Design Example—Camp Five Slide
6.2.
Appendix 6.2. Shear Trench Sample Problem
6.3.
Appendix 6.3. Rock Slope Stabilization—System Specifications Examples
6.4.
Appendix 6.4. Powder Creek SSI Demonstration Problem
6.5.
Appendix 6.5. Probability and Statistics Refresher
6.6.
Appendix 6.6. Field and Laboratory Evaluation of Geocomposite Drain Systems for Use on Low-Volume Roads
6.7.
Appendix 6.7. Soil Nailing
Edition Notes
Includes bibliographical references and indexes.
"August 1994."
"EM-7170-13."
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