Civil Engineering Association

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Design of Reinforced Flat Slabs to BS 8110 (CIRIA 110)

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Article/eBook Full Name: CIRIA C580

Please check results 8, 9 and 11 of the following google search link:

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PS: I'm sorry but I just can´t resist to use this site. No offense intended. :)

CIRIA Report C580 Embedded retaining walls - 2003

This provides best practice guidance on the selection and design of vertical embedded retaining walls. It covers temporary and permanent cantilever, anchored, single and multi-propped retaining walls that are supported by embeddment in stiff clay and other competent soils.

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the link given by axcel is for a russian fairytale :D

new links for
CIRIA Report 146 - Design and Construction of Joints in Concrete Structures

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CIRIA - Guide 2 - The Design of Deep Beams in Reinforced Concrete

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password

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dead link for CIRIA - R102 - Design of shear wall buildings; another one here:

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dead link for CIRIA - R110 - Design Of Reinforced Flat Slabs To BS 8110; another one here:

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Article/eBook Full Name: CIRIA C580

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CIRIA C519 dead link. Can anyone please reupload?

CIRIA Research Project 707, "Tower Crane Stability"

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CIRIA C660:2007 Early-age thermal crack control in concrete

Recent revision of CIRIA R91 code of practice for the verification of reinforced concrete sections against early age cracking (courtesy of zurlistuta).

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CIRIA C660:2007 Early-age thermal crack control in concrete - MIRROR

Early-age thermal cracking occurs when the tensile strain, arising from either restrained thermal contraction or a temperature differential, exceeds the tensile strain capacity of the concrete. In high strength concretes autogenous shrinkage may also contribute to early contraction. Numerous factors influence the risk of early-age cracking including the temperature rise; the coefficient of thermal expansion of the concrete; the restraint to movement offered either by adjacent elements or by differential strain within an element; and the ability of the concrete to resist tensile strain. This guide provides a method for estimating the magnitude of crack-inducing strain and the risk of cracking; and where cracking will occur. Guidance is provided on the design of reinforcement to control crack widths. Significant changes since the last revision to this report in 1992 include compatibility with EN 1992-3:2006 and EN1992-1-1 with regard to the properties of concrete and the design of reinforcement.

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Appendices are included. PDF password protection and copy-right notes are removed.

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