Chapter
Apr 26, 2012

Performance of Preloading Applied on a Peaty Clay Deposit

Publication: Geotechnical Engineering for Transportation Projects

Abstract

A considerable part of Bangladesh, especially the southern part near Shunderban, the world's largest mangrove forest, is covered by deep-seated soft to very soft soils. A major road is being constructed through this soft deposit in Mollahat-Noapara at Bagerhat connecting the capital city with the southern part of the country. Several boreholes were drilled at the project site along the road section for soil characterization. SPT-N values were measured for at least 30 m at the interval of 1.5 m down each borehole. Both disturbed and undisturbed samples were collected from various depths. Various laboratory testing were conducted on these samples. Based on test results, a settlement of 336 mm was predicted at the project site under the future traffic load in 180 days. In order to develop a proper methodology regarding the improvement of underlying soil at the project site, two trial sections were constructed along the road section and was subjected to preloading to bring about the predicted settlement as quickly as possible. It was observed that the average settlement due to preloading after 180 days was 220 mm. SPT-N values and compressive strength measured after preloading were increased considerably.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to Geotechnical Engineering for Transportation Projects
Geotechnical Engineering for Transportation Projects
Pages: 1991 - 1999

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Eqramul Hoque
Associate Professor, Department of Civil Engineering, BUET, Dhaka, Bangladesh
Mohammad S. Islam
Assistant Professor, Department of Civil Engineering, BUET, Dhaka, Bangladesh
Mohmmad M. K. Munshi
Graduate student, Department of Civil Engineering, BUET, Dhaka, Bangladesh

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share