Abdulla Omarov1, Askar Zhussupbekov1This email address is being protected from spambots. You need JavaScript enabled to view it., Victor Kaliakin2, Der-Wen Chang3, and Dhanya, J. S.1
1Department of Civil Engineering, L.N. Gumilyov Eurasian National University, Munaitpassov Street, Astana, Kazakhstan, 010008
2Department of Civil and Environmental Engineering, University of Delaware, 301 P. S. DuPont Hall, Newark, DE 19716 USA
3Department of Civil Engineering, Tamkang University, 151 Yin Chuan Road, Tamsui District, New Taipei City, Taiwan 251
Received: November 3, 2023 Accepted: February 4, 2024 Publication Date: April 4, 2024
Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.
This paper presents the results of four full-scale static pile load tests that were performed at a site in Astana, Kazakhstan that is underlain by problematic soils. In each test, the bored pile measured 1000 mm in diameter and had a length of 31.5 m. Two of the four static pile load tests were of the standard “top-down” variety. One of these tests was performed in accordance with ASTM D 1143-07; the other was performed in accordance with GOST 5686.2020. The remaining two static pile load tests were bi-directional tests that used an Osterberg (“O”) cell. For both types of static pile load tests the results were in good agreement with each other. Comparing the top-down static pile load test results, the ratio of the load in the former to the load in the latter was 1.1 at fixed settlements based on the standard methods tested. Four empirical methods were next applied to the results of these tests and the resulting ultimate capacities compared against the results of the aforementioned four static pile load tests.
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