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The Structural Engineer, Volume 72, Issue 12, 1994
Recommended foundation depths in shrinkable clays A letter from Mr G. A. H. Trollope on 18 January questioned the adequacy of a BRE recommendation on minimum foundation depths on sites without trees in that it did not, in his opinion, allow sufficiently for problems possibly arising because of newly planted trees over the likely lifetime of the property. Letters on 15 March from Richard Driscoll of BRE and from Mr J. S. Tari challenged the practicability of such a requirement, but Mr Trollope received support in his contention from Mr R. E. Hedges (19 April) in that owners, ignorant of the factors involved, would inevitably be very likely to plant trees that could cause trouble. The argument is pursued further by Stan Lawrence, from Brighton, who offers a possible means of overcoming the dilemma: Mr Driscoll and Mr Tari have both presented sound cases proving how uneconomical and unreasonable it would be to introduce the suggested ‘ideal’ proposals of Mr Trollope and Mr Hedges which ensured that all buildings built on shrinkable clays would never be damaged by foundation problems relating to adjacent trees. Verulam
Results are presented of tests on 10 transverse strips of reinforced concrete voided slabs subjected to transverse shear. The need for web reinforcement to control diagonal cracks is demonstrated. The failure loads and modes of the strips are compared with those predicted by a proposed theory and reasonable agreement obtained. In addition, reasonable agreement is obtained between the theory and independent test data. Finally design and assessment procedures are suggested. Professor L.A. Clark and P. Thorogood
Hines Meadow multistorey carpark is located in the town centre of Maidenhead and provides 700 spaces on 10 parking levels. Commissioned by the Royal Borough of Windsor & Maidenhead, this development combines an unusual inclined front elevation with high quality finishes to make a very attractive landmark (see Fig I). P.W. Thompson and A.S. Yates