LANDSLIDES: INVESTIGATION AND MITIGATION. CHAPTER 12 - SOIL STRENGTH PROPERTIES AND THEIR MEASUREMENT
Methods of limiting equilibrium are frequently used to analyze the stability of a soil mass. In such analyses, the shear strength of the material is assumed to be fully developed along the rupture surface at failure. In this chapter the basic principles that govern shear strength and the methods that may be used for its measurement are outlined. Brief descriptions of the properties of some common soils are provided.
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Supplemental Notes:
- Special Report 247 is also available in hardcover (ISBN 0-309-06151-2). Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Wu, Tien H
- Publication Date: 1996
Language
- English
Media Info
- Media Type: Digital/other
- Features: Figures; References;
- Pagination: pp 319-336
- Monograph Title: LANDSLIDES: INVESTIGATION AND MITIGATION
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Serial:
- Transportation Research Board Special Report
- Issue Number: 247
- Publisher: Transportation Research Board
- ISSN: 0360-859X
Subject/Index Terms
- TRT Terms: Clay; Colluvium; Field studies; Field tests; Granular soils; Laboratory tests; Landslides; Overconsolidation; Residual soils; Saturated soils; Sensitive clays; Shear strength; Soft clays; Soils
- Uncontrolled Terms: Principles
- Old TRIS Terms: Field investigations; Overconsolidated clays; Shear strength of soils
- Subject Areas: Geotechnology; Highways; I42: Soil Mechanics; I43: Rock Mechanics;
Filing Info
- Accession Number: 00722501
- Record Type: Publication
- ISBN: 030906208X
- Files: TRIS, TRB, ATRI
- Created Date: Jun 6 1996 12:00AM