Electricity Generating Stations Discussion on Mr. B.A.E. Hiley's Paper

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 include additional references for the June issue's Regent Street disease article and discussions about seismic design and minimum qualifications for carrying out structural engineering services.

This book is a must-read for engineering leaders, offering a fresh perspective and practical guidance on embedding diversity, equity and inclusion into the profession, writes Mariska van der Velden.