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Apr 26, 2012
Dynamic Pressure to Waterproof Sheet Placed in the Backfill Region of a Caisson-Type Bulkhead for Waste Disposal
Authors: Hitoshi Ino, Shigeo Takahashi, Atsushi Fujii, Susumu Ogura, and Hiroshi SaotomeAuthor Affiliations
Publication: Coastal Structures 2003
Abstract
In the caisson-type bulkhead sitting on the rubble mound with a waterproof structure using a waterproof sheet, the wave pressure transmitted through the mound, the backfill and the seabed will always act on the waterproof sheet. In order to prevent the sheet from being lifted up and ruptured by the pressure, weighting materials are usually placed on the waterproof sheet as a weight. When we design the cross section of weighting materials, it is important to appropriately evaluate the wave pressure acting on the waterproof sheet as an external force. However, few studies have been conducted on wave pressure characteristics, and there are many unknowns. Therefore, in this study, we performed a hydraulic model experiment. We analyzed this numerically, using the numerical wave flume to clarify the characteristics of the wave pressure acting on the waterproof sheet. Through this study, we propose a simple method to calculate wave pressures.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Hitoshi Ino
Research Engineer, Master of Engineering, Penta-Ocean Construction Co., Ltd., 1534-1 Yonku-Cho, Nishinasuno-Machi, Nasu-Gun, TOCHIGI 329-2746 JAPAN
Shigeo Takahashi
Managing Director, for Research Affairs, Doctor of Engineering, Port and Airport Research Institute
Atsushi Fujii
General Manager, Nagoya Port and Airport Research Office
Susumu Ogura
Chief of a Section, Nagoya Port and Airport Research Office
Hiroshi Saotome
Waterfront Vitalization and Environment Research Center
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