Open access
Technical Papers
Dec 31, 2020

Reliability-Based Verification of Serviceability Limit States of Dry Deep Mixing Columns

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 3

Abstract

Deep mixing columns commonly are used to reduce settlement under road and railway embankments on soft soils. However, the structural behavior of the soil volume improved with columns is difficult to predict, due to the existence of considerable uncertainties in the mixing process and the structural interaction between the columns and the untreated soil. This paper probabilistically investigated two serviceability limit states of deep mixing columns from a system reliability perspective. A design framework employing the observational method is proposed that considers allowable residual settlements, excessive settlement from column yielding, and the curing time of the columns. The design framework facilitates an effective reduction of the geotechnical uncertainty during construction and promotes risk-aware decision-making during both design and construction of the embankment.

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Data Availability Statement

Some or all data used during the study were provided by a third party (soil properties and column penetration tests). Direct request for these materials may be made to the provider as indicated in the Acknowledgments. Code that support the findings of this study is available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge the Swedish Transport Administration and the Development Fund of the Swedish Construction Industry (SBUF) for funding this research. The Swedish Transport Administration supplied data for the illustrative design example.

References

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Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 3March 2021

History

Received: May 16, 2020
Accepted: Sep 23, 2020
Published online: Dec 31, 2020
Published in print: Mar 1, 2021
Discussion open until: May 31, 2021

Authors

Affiliations

Researcher, Div. of Soil and Rock Mechanics, KTH Royal Institute of Technology, 100 44 Stockholm, Sweden (corresponding author). ORCID: https://orcid.org/0000-0001-5372-7519. Email: [email protected]
Niclas Bergman, Ph.D.
Senior Consultant, Kerberos Geoteknik AB, Riddargatan 17, 114 57 Stockholm, Sweden; formerly, Doctoral Student, Div. of Soil and Rock Mechanics, KTH Royal Institute of Technology, 100 44 Stockholm, Sweden.
Stefan Larsson, Ph.D.
Professor, Div. of Soil and Rock Mechanics, KTH Royal Institute of Technology, 100 44 Stockholm, Sweden.

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