Comparative Analysis of Static and Dynamic Tests of Piles in Difficult Soil Conditions of Kazakhstan
Date
2022-06-24
Journal Title
Journal ISSN
Volume Title
Publisher
International Journal for Computational Civil and Structural Engineering
Abstract
A comparative analysis of the results of field tests to determine the bearing capacity of a pile at the facilitys in the Nur-Sultan city and Petropavlovsk city. The aim of the study was to carry out a comparative analysis of the results of dynamic and static tests in the two construction site in order to identify the difference in performance. This article provides programs and results of tests with static indentation load and dynamic load on a pile in different two of the construction site under different soil conditions. The results of the comparative analysisare the following: Dynamic tests are needed for a preliminary assessment of the dynamic bearing capacity and the possibility of driving piles in different soil conditions. The bearing capacity of the pile, determined by dynamictests, is slightly lower than during static tests, the difference between the results is 11 and 17%.
Description
This article was originally published in International Journal for Computational Civil and Structural Engineering. The version of record is available at: https://doi.org/10.22337/2587-9618-2022-18-2-43-50
Keywords
static test, dynamic tests, pile, comparative analysis, bearing capacity
Citation
Zhussupbekov, Askar, Askar Yessentayev, Viktor Kaliakin, and Irina Drozdova. “Comparative Analysis of Static and Dynamic Tests of Piles in Difficult Soil Conditions of Kazakhstan.” International Journal for Computational Civil and Structural Engineering 18, no. 2 (June 24, 2022): 43–50. https://doi.org/10.22337/2587-9618-2022-18-2-43-50.