STRENGTH CHARACTERISTICS OF REINFORCED SOIL
Reinforced soil is a soil strengthened by a material capable of resisting tensile stresses and interacting with the soil through friction and/or adhesion. The effect of the reinforcement can be interpreted as a restraint against expansion in form of induced normal or shear stresses. Treating reinforced soil as a homogeneous anisotropic material the increased strength can be analysed in terms of the Mohr-Coulomb failure theory. The orientation of the reinforcement is shown to affect strength increase and failure mode. Experimental data support the concepts put forward. /Author/TRRL/
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/03620565
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Corporate Authors:
University of New South Wales
School of Civil Engineering, Anzac Parade
Kensington, New South Wales Australia 2033 -
Authors:
- HAUSMANN, M R
- LEE, I K
- Publication Date: 1976-10
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: 13 p.
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Serial:
- Underground Space
- Publisher: Pergamon Press, Incorporated
- ISSN: 0362-0565
Subject/Index Terms
- TRT Terms: Adhesion; Anisotropic materials; Building materials; Failure; Friction; Homogeneity; Isotropy; Mechanically stabilized earth; Shear stress; Soils; Strength of materials; Tensile strength; Testing; Triaxial shear tests
- Old TRIS Terms: Anisotropic mass; Mohr failure theory
- ITRD Terms: 5520: Failure; 5916: Homogeneity; 5917: Isotropic; 3349: Reinforced earth; 4156: Soil; 5544: Strength (mater); 5566: Triaxial
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00165698
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Report/Paper Numbers: UNICIV Rpt. No. 162 Monograph
- Files: ITRD, TRIS
- Created Date: Apr 26 1978 12:00AM