Abstract

In this study, the Taguchi design of experiments (TDOE) is employed to enhance the bearing capacity of geotechnical structures. To this end, two different case studies, including tapered helical piles as a novel kind of deep foundation (Case 1) and a shallow foundation resting on braid-reinforced soil as a new type of soil reinforcing technique for shallow foundation beds (Case 2), are studied. A series of large-scale tests, including pile loading tests in frustum confining vessel (Case 1) and standard plate load tests in test pit (Case 2), have been conducted in conjunction with numerical analyses. To the best of the authors’ knowledge, this study is the first of this kind that uses the capability of the TDOE method to evaluate and improve the bearing capacity using large-scale tests. After conducting the tests, analysis of signal-to-noise, analysis of means, and analysis of variance were used to interpret the experimental results, to obtain the optimum condition, and to determine the percentage of each factor’s participation in bearing capacity. Moreover, the Taguchi method output predictions are compared with the test observations and numerical modeling results. The comparison between test results and TDOE method predictions confirms that the Taguchi method can predict the bearing capacity well (R2 > 0.95). Additionally, verification tests on optimum models show a low level of relative error (RE < 5%) between the TDOE predictions and test results for both the case studies. Therefore, the results prove the ability of the TDOE method to predict and determine the optimum condition in geotechnical bearing capacity problems.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 21Issue 9September 2021

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Received: Sep 8, 2020
Accepted: May 7, 2021
Published online: Jun 30, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 30, 2021

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Hamid Mortazavi Bak, Ph.D. [email protected]
Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran (corresponding author). Email: [email protected]
Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran. ORCID: https://orcid.org/0000-0002-8284-9379. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran. ORCID: https://orcid.org/0000-0002-1974-8583. Email: [email protected]
Mohammadali Rowshanzamir, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran. Email: [email protected]
Hamid Hashemolhosseini, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Isfahan Univ. of Technology, Khomeyni Shahr, Isfahan 84156-83111, Iran. Email: [email protected]

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