Chapter
Apr 26, 2012
Laboratory Strength Correlations for Cement-Treated Peat
Publication: Geotechnical Engineering for Transportation Projects
Abstract
This paper develops a correlation of the unconfined compressive strength of treated peat-cement samples. The strength is directly evaluated from mechanically-mixed specimens and laboratory-scale auger columns. The results obtained show both the effect of the cement quantity and the effect of two specimen sizes on strength. Generally, the higher the quantity of cement added to the peat, the higher the strength gained. Furthermore, a comparison between results in this study show that the strength obtained from mechanically-mixed specimens is twice as large as that obtained from laboratory-scale auger columns. Therefore, the conclusion is that the parameters obtained from laboratory-scale auger columns can be closer to those measured at the field than those obtained from mechanically-mixed samples.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Francisco G. Hernandez-Martinez
Research Student, Engineering Department, University of Cambridge, Cambridge CB2 1PZ, England, UK
Abir Al-Tabbaa
Senior Lecturer, Engineering Department, University of Cambridge, Cambridge CB2 1PZ, England, UK
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.