Chapter
Apr 26, 2012
Case History of Roadway Embankment Construction over Very Weak Clay
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
In this paper, a case history is presented of staged construction of a 25-ft high roadway embankment over very soft saturated clay. The roadway needed to pass over a creek bed. Anticipating the construction of the embankment near the creek area was complicated, the original design called for the construction of a bridge over the creek area. Due to the high cost of the bridge, the authors were requested to evaluate if and how a roadway embankment can be constructed instead. The authors completed a detailed geotechnical investigation and laboratory testing program at the site. The field and laboratory data were used to perform detailed slope stability and settlement analyses. The stability analyses indicated that construction of the embankment using typical methods would lead to embankment failure. However, the analyses showed that staged construction will result in acceptable factors of safety for stability. Furthermore, the consolidation data suggested the soft clay will consolidate relatively quickly, making staged construction feasible. The authors developed an instrumentation and monitoring plan to collect settlement and pore-pressure data during the embankment construction. This data was used to estimate when a new lift can be placed. The roadway embankment construction was completed successfully.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
A.M.ASCE
Senior Staff Engineer, Geosyntec Consultants, 1255 Roberts Blvd NW, Suite 200, Kennesaw, GA 30144-3694.E-mail: [email protected]
Principal, Geosyntec Consultants, 1255 Roberts Blvd NW, Suite 200, Kennesaw, GA 30144-3694.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.
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.