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Introduction The Victorian engineers built literally miles of mass brickwork retaining walls. Such walls relied on their dead weight to resist the overturning forces and tensile stresses caused by the retained earth, or other material. But the walls were of relatively massive thickness, under-exploited brick-work's compressive strength, and were structurally restricted by brickwork's low tensile strength. The advent of the more cost-effective reinforced concrete walls saw their vitual eclipse. Reinforcing the brickwork could result in a come-back.
Introduction The Victorian engineers built literally miles of mass brickwork retaining walls. Such walls relied on their dead weight to resist the overturning forces and tensile stresses caused by the retained earth, or other material. But the walls were of relatively massive thickness, under-exploited brick-work's compressive strength, and were structurally restricted by brickwork's low tensile strength. The advent of the more cost-effective reinforced concrete walls saw their vitual eclipse. Reinforcing the brickwork could result in a come-back.
Reinforced brickwork retaining walls
Curtin, W.G. (author)
Structural Survey ; 2 ; 227-232
1984-03-01
6 pages
Article (Journal)
Electronic Resource
English
NTIS | 1981
|Structural Testing of Brickwork Retaining Walls
British Library Conference Proceedings | 1989
|Building brickwork or blockwork retaining walls
TIBKAT | 1996