Thermal Effects in Large-Sized Diaphragm Wall
Publication: Journal of Performance of Constructed Facilities
Volume 13, Issue 1
Abstract
Kawasaki Island was built at the center of Tokyo Bay as a ventilation facility for the Trans Tokyo Bay Highway. The centerpiece of this island is a cylindrical cast-in-place diaphragm wall, which served as a cofferdam during construction of the permanent structure. A state-of-the-art instrumentation system is used to monitor the behavior of the man-made island and was used to ensure safety during the long construction period. This paper discusses the correlation between the stress data recorded by the instrumentation system and the changes of the thermal conducting environment around the wall. It describes the concrete crack patterns observed at the inside face of the diaphragm wall, and suggests the existence of a critical wall thickness beyond which excessive thermal cracking in concrete would be expected to occur. Experience gained in integrating the design, instrumentation, and construction of a large-sized diaphragm wall is presented.
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References
1.
Dunnicliff, J. ( 1988). Geotechnical instrumentation for monitoring field performance, Wiley, New York.Handbook of design and construction of diaphragm walls . (1990). Japanese Association of Construction Equipment, Kibodo, Tokyo (in Japanese).
2.
Harrison, T. A. ( 1981). “Early-age thermal crack control in concrete.” Rep. 91, Construction Industry Research and Information Association, London.
3.
Liou, D. D. ( 1994). “Thermal cracking in the diaphragm-wall concrete of Kawasaki Island.” Proc., Int. RILEM Symp., Chapman & Hall, London, 393–400.
4.
Liou, D. D. (1998). “Effects of construction joints in mass flowable concrete.”J. Mat. in Civ. Engrg., ASCE, 10(1), 34–39.
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Received: Feb 4, 1998
Published online: Feb 1, 1999
Published in print: Feb 1999
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