COMPARATIVE ANALYSIS OF STATIC AND DYNAMIC PILE TESTS IN DIFFICULT GROUNDS OF KAZAKHSTAN
Ziuissaphekov A.Zh. Yessentayev A.U. Kaliakin V.N. Drozdova I.V.
24 June 2022ASV Publishing House
International Journal for Computational Civil and Structural Engineering
2022#18Issue 243 - 50 pp.
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 analysis are 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 dynamic tests, is slightly lower than during static tests, the difference between the results is 11 and 17%.
bearing capacity , comparative analysis , dynamic tests , pile , static test
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L.N. Gumilyov Eurasian National University, Nur-Sultan, Kazakhstan
University of Delaware, Newark, United States
Saint Petersburg State University of Architecture and Civil Engineering, Saint Petersburg, Russian Federation
L.N. Gumilyov Eurasian National University
University of Delaware
Saint Petersburg State University of Architecture and Civil Engineering
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