Experimental Research of Pile Interaction in Water-Deposited Clay Soil During Indentation
Abstract
This article investigates the pile interaction in water-deposited clayey soil during their indentation. The results of field research concern the impressing force of 30´30 cm 38 reinforced concrete prismatic piles indented on the construction site in Tomsk. A comparison is given for the experimental and theoretical data obtained for the impressing force in accordance with SNiP 24.13330.2011. The investigations show that the actual impressing force in water-deposited clayey soil is significantly smaller than that calculated in accordance with SNiP (9-108 %). It leads to the inconsistent energy consumption due to the pile field organization and the increase of working costs.
About the Authors
Sergei V. Yushchube
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Vladislav A. Sulima
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Aleksandr A. Tarasov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
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Review
For citations:
Yushchube S.V., Sulima V.A., Tarasov A.A. Experimental Research of Pile Interaction in Water-Deposited Clay Soil During Indentation. Vestnik of Tomsk state university of architecture and building. 2016;(3):179-185. (In Russ.)
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