Chapter
Jun 20, 2012
Cyclic Shear Tests of Municipal Waste in Large Triaxial Device for Identification of Its Dynamic Properties
Authors: Ikuo Towhata [email protected] and Masaaki UnoAuthor Affiliations
Publication: Geotechnical Earthquake Engineering and Soil Dynamics IV
Abstract
The present study aims to develop urban area on an existing landfill. To achieve this goal, it is important to understand the mechanical properties of municipal solid waste. Since particle size of waste is large, a large triaxial shear device was employed for mechanical waste tests. Among results, this paper addresses triaxial compression, cyclic behavior, and mitigation of creep by means of preloading. The second topic concerns modulus and damping ratio changing with strain amplitude.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Compressive strength
- Cyclic tests
- Dynamic properties
- Engineering fundamentals
- Environmental engineering
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Material mechanics
- Material properties
- Materials engineering
- Municipal wastes
- Pollutants
- Shear tests
- Soil dynamics
- Soil mechanics
- Strength of materials
- Structural behavior
- Structural engineering
- Tests (by type)
- Triaxial tests
- Waste management
- Wastes
Authors
Affiliations
Professor, Department of Civil Engineering, The University of Tokyo, 7-3-1, Hongo, Bukyo-ku, Tokyo 113-8656, Japan. E-mail: [email protected]
Masaaki Uno
Fudo Tetra Corporations
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.