TECHNICAL PAPERS
Apr 1, 2001

Development of a Geomaterial from Dredged Bay Mud

Publication: Journal of Materials in Civil Engineering
Volume 13, Issue 2

Abstract

The lack of construction materials in the coastal areas and the high cost of importing good-quality soil creates the need for developing new technologies to manufacture engineered fills using low-quality materials obtained from a seabed. This study presents results of a series of tests conducted to obtain field data related to basic engineering properties of a geomaterial comprised of the mud dredged from Tokyo Bay, mixed with lightweight additives, such a foam or expanded polystyrol beads, and portland cement as a binder. Due to discrepancies that may exist in laboratory-prepared samples, a field study was launched to replicate the actual construction conditions. Relationships are developed to correlate various engineering properties of the geomaterial in terms of strength, modulus of elasticity, and deformation characteristics.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 13Issue 2April 2001
Pages: 152 - 160

History

Received: Jun 24, 1998
Published online: Apr 1, 2001
Published in print: Apr 2001

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Authors

Affiliations

Chf., Soil Mech. Lab., Geotech. Engrg. Div., Port and Harb. Res. Inst., 3-1-1 Nagase, Yokosuka 239, Japan.
Prof., New Technol. and Res., Dept. of Transp., State of California, 5900 Folsom Blvd., Sacramento, CA 95819; formerly, Port and Harb. Res. Inst., and Tech. Res. Inst., TOA Corp., Japan. E-mail: porbaha@ hotmail.com (corresponding author).
Res. Engr., Tech. Res. Inst., TOA Corp., 1-3 Anzen-cho, Tsurumi-ku, Yokohama 230, Japan.

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