Chapter
Apr 26, 2012
Determination of the Shear Strength Parameters of Two Unsaturated Colluvium Soils using the direct Shear Test
Authors: C. Feuerharmel [email protected], A. Pereira [email protected], W. Y. Y. Gehling [email protected], and A. V. D. Bica [email protected]Author Affiliations
Publication: Unsaturated Soils 2006
Abstract
The shear strength of two colluvium soils, situated at the Serra Geral Formation scarp in Southern Brazil, was determined with conventional and suction-controlled direct shear tests. One investigated colluvium soil was originated from the weathering of a volcanic rock (Sample RO) and the other, possibly from the degradation of intertrapp sandstone layers (Sample AV). A study of matric suction influence on the shear strength of undisturbed samples of both soils is presented in this paper. Suction-controlled direct shear tests showed that shear strength envelopes are linear for matric suctions between 0 and 150 kPa. Further direct shear tests, carried out with air-dried samples, showed that those shear strength envelopes tend to become bilinear for higher suctions. In addition, the experimental data indicated that for both soils the internal friction angle seems to increase with matric suction and values are higher than corresponding values.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Engineering fundamentals
- Geomechanics
- Geotechnical engineering
- Laboratory tests
- Material mechanics
- Material properties
- Materials engineering
- Mathematics
- Parameters (statistics)
- Shear strength
- Shear tests
- Soil analysis
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil strength
- Soil suction
- Soil tests
- Soils (by type)
- Statistics
- Strength of materials
- Tests (by type)
- Unsaturated soils
Authors
Affiliations
Geotechnology Laboratory, Department of Civil Engineering, Federal University of Rio Grande do Sul, Oswaldo Aranha Ave. (99), Porto Alegre, CEP 90035-190. E-mail: [email protected]
Geotechnology Laboratory, Department of Civil Engineering, Federal University of Rio Grande do Sul, Oswaldo Aranha Ave. (99), Porto Alegre, CEP 90035-190. E-mail: [email protected]
Geotechnology Laboratory, Department of Civil Engineering, Federal University of Rio Grande do Sul, Oswaldo Aranha Ave. (99), Porto Alegre, CEP 90035-190. E-mail: [email protected]
Geotechnology Laboratory, Department of Civil Engineering, Federal University of Rio Grande do Sul, Oswaldo Aranha Ave. (99), Porto Alegre, CEP 90035-190. E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.