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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References
1.
Ahmed, I., and Lovell, C. W. ( 1992). “Use of rubber tires in highway construction.” Utilization of waste materials in civil engineering construction, H. I. Inyang and K. L. Bergeson, eds., ASCE, New York, 166–181.
2.
Akagi, T., Suzuki, A., and Maruyama, S. ( 1996). “The effect of grain-size distribution improvement on lightweight stabilization of coal ash.” Proc., 31st Japan Nat. Conf. on Geotech. Engrg., 2505–2506 (in Japanese).
3.
Blumenthal, M., and Zelibor, J. L. ( 1992). “Scrap tires used in rubber-modified asphalt and civil engineering applications.” Utilization of waste materials in civil engineering construction, H. I. Inyang and K. L. Bergeson, eds., ASCE, New York, 182–192.
4.
Glogowski, P. E., and Kelly, J. M. ( 1988). “Laboratory testing of fly ash slurry.” EPRI CS-6100, Proj. 2422-2, Electric Power Research Institute, Palo Alto, Calif.
5.
Hamada, E., and Yamanouchi, T. ( 1989). “Mechanical properties of expanded polystyrene as a lightweight fill material.” Tsuchi-To-Kiso, Japanese Soc. of Soil Mech. and Found. Engrg., Tokyo, 37(2), 13–18 (in Japanese).
6.
Head, K. H. ( 1982). Manual of soil laboratory testing, Vol. 2, ELE International Ltd., Hertfordshire, U.K.
7.
Humphrey, D. N., and Manion, W. P. ( 1992). “Properties of tire chips for lightweight fill.” Proc., Grouting, Soil Improvement, and Geosynthetics, ASCE, New York, 1344–1355.
8.
Ito, T., Yamamoto, T., and Sato, M. ( 1996). “Fundamental characteristics of lightweight fill material with fly ash.” Proc., 31st Japan Nat. Conf. on Geotech. Engrg., 2509–2510 (in Japanese).
9.
Japanese Geotechnical Society (JGS). ( 1990). “Manual of soil testing and methods.” JGS T 511-1990, Tokyo (in Japanese).
10.
Kashima, K., Maruoka, M., and Narikyo, S. ( 1997). “The results of dynamic loading test for EPS backfill.” Proc., 32nd Japan Nat. Conf. on Geotech. Engrg., 2607–2608 (in Japanese).
11.
Kawasaki, T., Suzuki, K., and Suzuki, Y. ( 1981). “On the deep mixing chemical mixing method using cement hardening agent.” Rep. No. 26, Takenaka Technical Research Institute, Chiba, Japan.
12.
Kilian, A. P., and Ferry, C. D. ( 1992). “Long-term performance evaluation of wood fiber fills.” Res. Rep. WARD 239.1, Washington State Department of Transportation, Olympia, Wash.
13.
Lamb, R. ( 1992). “Shredded tires as lightweight fill material for road subgrades.” Mat. and Res. Lab., Minnesota Department of Transportation, Maplewood, Minn.
14.
Naik, T. R., and Singh, S. S. (1997). “Permeability of flowable slurry materials containing foundry sand and fly ash.”J. Geotech. and Geoenvir. Engrg., ASCE, 123(5), 446–452.
15.
Nakase, A., Kobayashi, M., and Kanechiko, A. ( 1972). “Undrained shear strength and secant modulus of clays.” Rep., Port and Harbour Research Institute, Yokosuka, Japan.
16.
Saitoh, S., Babaski, R., Hikita, S., Haruki, T., Ioroi, Y., and Kiyotoh, T. ( 1982). “Studies on improved ground by deep mixing method—Sampling and unconfined compression test of large-sized specimen.” Rep. No. 28, Takenaka Technical Research Institute, Chiba, Japan (in Japanese).
17.
Takada, N. ( 1993). “Mikasa's direct shear apparatus, testing procedures, and results.” Geotech. Testing J., ASTM, 16(3), 314–322.
18.
Takahara, T., Miura, K., and Nagasawa, M. ( 1997). “Model shaking table tests of EPS block fill.” Proc., 32nd Japan Nat. Conf. on Geotech. Engrg., 2603–2604 (in Japanese).
19.
Tatsuoka, F., and Kohata, Y. ( 1995). “Stiffness of hard soils and soft rocks in engineering applications.” Pro. Prefailure deformation of geomaterials, Shibuya, Mitachi, and Miura, eds., Vol. 2, Balkema, Rotterdam, The Netherlands, 947–1063.
20.
Valsangkar, A. J., and Holm, T. A. ( 1987). “Model tests on peat-geotextile lightweight aggregate systems.” Geotextile and geomembranes, Vol. 5, Elsevier Science, Amsterdam, 251–260.
21.
Yu, Y., Pu, J., and Ugai, K. ( 1997). “Study of mechanical properties of soil cement mixture for a cutoff wall.” Soils and Found., Tokyo, 37(4), 93–103.
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Received: Jun 24, 1998
Published online: Apr 1, 2001
Published in print: Apr 2001
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