Many estimating methods have been developed for predicting the settlement of stone column reinforced ground. The Priebe method is the most common method used in practice. Even though the Priebe method does not capture all the parameters that affect the performance of stone column reinforced ground, the method is preferred due to its simplicity. An extensive literature search provided data to evaluate the Priebe method. The concept of reliability was incorporated to provide the framework for analysing the prediction method. The Priebe method was found to have an approximately 89% probability that the measured settlement will be smaller than the estimated settlement. The Priebe method was found not always to be conservative, with some possibility of settlement exceeding the estimated amount.
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May 2014
Research Article|
May 01 2014
Reliability of the Priebe method for estimating settlements
S. Caleb Douglas, MSc, PhD, PE;
S. Caleb Douglas, MSc, PhD, PE
Manager
Special Projects – Geotechnical, Union Pacific Railroad, Omaha, Nebraska, USA
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Vernon R. Schaefer, MSc, PhD, PE
Vernon R. Schaefer, MSc, PhD, PE
Professor of Civil Engineering
Iowa State University, Ames, Iowa, USA
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Publisher: Emerald Publishing
Revision Received:
February 20 2012
Accepted:
July 12 2012
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Ground Improvement (2014) 167 (2): 108–121.
Article history
Revision Received:
February 20 2012
Accepted:
July 12 2012
Citation
Douglas SC, Schaefer VR (2014), "Reliability of the Priebe method for estimating settlements". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 167 No. 2 pp. 108–121, doi: https://doi.org/10.1680/grim.12.00012
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