Lyell Collection

Quarterly Journal of Engineering Geology and Hydrogeology

Lyell Centre  |   Lyell Collection  |   Subscriptions   |   Geological Society  |   Email alerts  |   Online bookshop  |   Help


Keywords:
Author:
Advanced search>>
This Article
Right arrow Full Text (PDF)
Right arrow References
Right arrow Alert me when this article is cited
Right arrow Alert me if a correction is posted
Services
Right arrow Email this article to a friend
Right arrow Similar articles in this journal
Right arrow Alert me to new issues of the journal
Right arrow Download to citation manager
Right arrow Request Permissions
Citing Articles
Right arrow Citing Articles via HighWire
Right arrow Citing Articles via Google Scholar
Google Scholar
Right arrow Articles by Price, D. G.
Right arrow Articles by Knill, J. L.
Right arrow Search for Related Content
GeoRef
Right arrow GeoRef Citation
Quarterly Journal of Engineering Geology and Hydrogeology; 1969; v. 1; issue.4; p. 271-322;
DOI: 10.1144/GSL.QJEG.1969.001.04.03
© 1969 Geological Society of London

Article

Foundations of multi-storey blocks on the Coal Measures with special reference to old mine workings

David George Price, B.SC. F.G.S., Alexander Bernard Malkin, M.SC. F.G.S. & John Lawrence Knill, PH.D. F.G.S.

Central Laboratory, George Wimpey & Company Limited, Springfield Road, Hayes, Middlesex.
K. Wardell & Partners, Lancaster Building, High Street, Newcastle under Lyme, Staffordshire.
Department of Geology, Imperial College, Prince Consort Road, London s w 7.

The rapid growth in the rate of construction of multi-storey blocks has been an important feature of the building industry over the past fifteen years. Much of this construction has occurred in areas underlain by the cyclothemic rocks of the Coal Measures. The aniso-tropic properties of this sequence lead to rapid horizontal and vertical variations in foundation conditions, which must be assessed in selecting the type and depth of foundation and the allowable bearing pressure. Special problems occur in areas which have been undermined by shallow mineral workings. Such sites require special investigations, careful evaluation of the site conditions and the design of appropriate foundations. The desirable approach in many instances is to plan developments on a large scale so that the greatest economic advantage may be taken of the best site conditions.

1. Introduction

During the past fifteen years there has been a rapid increase in the rate of construction and size of multi-storey blocks for dwellings and commercial development. Information on the total numbers of such blocks constructed in the United Kingdom per year is not conveniently published but is probably of the order of four to six hundred. Of this number, possibly one-third are constructed annually in areas underlain by Coal Measure rocks. This represents a national investment of about £70 million per year; the importance of the Coal Measures as a foundation is, therefore, underlined. This trend in building development reflects the increasing scarcity and cost of urban building land, coupled with the desire to confine

...

This 250-word extract was created in the absence of an abstract.




This article has been cited by other articles:


Home page
Geological Society, London, Engineering Geology Special PublicationsHome page
P. J. Lloyd, J. C. Cripps, and F. G. Bell
Estimation of grout take for small-scale developments in areas of shallow coal mining: some examples from the East Pennine coalfield
Geological Society, London, Engineering Geology Special Publications, 1995; 10: 135 - 141.
[Abstract] [PDF]


Home page
Geological Society, London, Engineering Geology Special PublicationsHome page
G. F. G. Garrard and R. K. Taylor
Collapse mechanisms of shallow coal-mine workings from field measurements
Geological Society, London, Engineering Geology Special Publications, 1988; 5: 181 - 192.
[Abstract] [PDF]


Home page
Quarterly Journal of Engineering Geology and HydrogeologyHome page
M. G. Culshaw and A. C. Waltham
Natural and artificial cavities as ground engineering hazards
Quarterly Journal of Engineering Geology and Hydrogeology, 1987; 20: 139 - 150.
[Abstract] [PDF]