Research Article
Nov 1981
Tolerable Settlement of Buildings
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 11
Abstract
Current practices and concepts for establishing the tolerable settlement of buildings are reviewed. The role of differential settlement is emphasized. Most current tolerance limits are shown to be based on the works of Skempton, MacDonald, Polshin, and Tokar. These criteria are compared with field observations of settlement and damage. A simple beam analogy, which was proposed by Burland and Wroth, is used to illustrate factors that influence tolerable settlement. The effects of the critical tensile strain of the structural materials, the L/H ratio of the building, the relative stiffness of the structure in shear and bending, the longitudinal stiffness of the foundation, and the shape of the settlement pattern are demonstrated. Different criteria are required for different types of structures. The allowable settlement is smallest for cases in which the settlement curve is concave downward.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 11 • November 1981
Pages: 1489 - 1504
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Nov 1981
Published online: Feb 11, 2021
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Authors
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Harvey E. Wahls, F.ASCE
Prof. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.