Chapter
Apr 26, 2012

Knapsack Placing of Blocks Assess on Wall Stability in Seismic Regions and Proper Section Recommendation

Publication: Solutions to Coastal Disasters 2008

Abstract

Concrete block quay walls consist of solid or hollow concrete blocks sitting on each other to form the wall section. In this type of walls geotechnical conditions, design calculations and the ability of contractor determine the blocks dimensions. In these walls, resistance against applied loads is provided by wall weight. To reduce active soil pressure and increasing the wall stability in seismic regions, a hunchback section is formed by placing a protruding knapsack to the landside. In the knapsack formation, wall stability will be increased. For knapsack section special considerations such as trimming the blocks, more accuracy in setting the blocks and consequently increases in construction costs should be considered. In this article, by conducting pseudo-static analysis in different earthquake levels and for various wall heights relative comparisons have been evaluated between knapsack and simple (vertical front face) sections. Finally suggestions about proper section of quay wall have been recommended.

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Published In

Go to Solutions to Coastal Disasters 2008
Solutions to Coastal Disasters 2008
Pages: 939 - 951

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Published online: Apr 26, 2012

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Mehdi Jalili [email protected]
Ph.D. Student of Geotechnical Engineering, Civil Faculty, Iran University of Science and Technology (IUST), Tehran, Iran. E-mail: [email protected]
Hossein Sadaee [email protected]
MSc Student of Marine Structures, Technical Faculty, Tehran University, Tehran, Iran. E-mail: [email protected]
Khosrow Bargi [email protected]
Professor of Civil Engineering, Technical Faculty, Tehran University, Tehran, Iran. E-mail: [email protected]

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