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D.A. Wilkin
Technical Factors Influencing Decisions to Recommend Underpinning of Low‐rise Buildings on Shrinkable Clay
P. Biddle (1979)
2—Tree Root Damage to Buildings—An Arboriculturist's ExperienceArboricultural Journal, 3
J. Pryke (1979)
1—Trees and BuildingsArboricultural Journal, 3
P. Biddle (1983)
PATTERNS OF SOIL DRYING AND MOISTURE DEFICIT IN THE VICINITY OF TREES ON CLAY SOILSGeotechnique, 23
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4. Trees and Building FoundationsArboricultural Journal, 3
M. Weaver, P. Robson (1990)
Structural Appraisal of Traditional Buildings
R. Driscoll (1983)
The influence of vegetation on the swelling and shrinking of clay soils in BritainGeotechnique, 23
A. Skempton (1954)
A FOUNDATION FAILURE DUE TO CLAY SHRINKAGE CAUSED BY POPLAR TREES., 3
While the tendency for clay to shrink in dry weather and to damage buildings has been known for more than a century, the post‐war work of the Building Research Establishment and recent availability of insurance funds to pay for rectification of subsidence damage have led to a focus on this aspect of building failure, where millions of pounds are spent annually. At some point in each case a decision is made as to whether underpinning is required or not. Reports results of a survey of the technical factors which engineers consider when making a decision of whether to recommend underpinning. Analysis of the data indicated that only one factor, the quantity of damage, significantly influenced the under‐pinning decision.
Structural Survey – Emerald Publishing
Published: Apr 1, 1994
Keywords: Buildings; Insurance; Liability; Loss prevention; Subsidence
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