N/A
Standard: £10 + VATMembers/Subscribers: Free
Members/Subscribers, log in to access
The Structural Engineer, Volume 31, Issue 6, 1953
The bearing capacity of shallow and deep foundations under a central load is briefly discussed, and the effects of eccentricity and inclination of the load are indicated. The total and differential settlements of foundations are estimated in relation to the soil and foundation characteristics and the stiffness of the structure. The settlement stresses in foundation and superstructure are considered, and recent observations on brick walls and cladded building frames are analysed. The lateral movement and tilting of foundations are estimated and illustrated by the results of some loading tests on model portal frames on clay and sand. G.G. Meyerhof
This month's letters concern subsidence, Category 3 checks and New Zealand seismic masonry codes.
If your dream job involves castles and stately homes, it's unlikely you would turn your attention to structural engineering. But as Kim Rochard explains, it’s possible to combine the two in the specialised field of conservation engineering. Helena Russell finds out more.