Application of bored pile instrumentation for better understanding on its load-transfer behaviour under compression load
https://doi.org/10.22227/2305-5502.2025.1.18
Abstract
Introduction. Deep foundations are widely used as common foundations for construction work in Indonesia. The axial compression capacity of deep foundations or simply we called it pile, consist of friction and end-bearing.
Materials and methods. Many formulas used to predict the capacity, and yet the behavior better achieved from instrumented static compression test pile.
Results. This paper shown a load transfer behavior for bored pile with diameter of 120-cm with effective length of 30-m constructed in very soft to stiff clay soil with its toe seated in very dense sand.
Conclusions. Result showed that long piles capacity in soft to medium clay dominantly resist by its friction under small displacement (<0.7 % diameter), while the end-bearing fully mobilized under higher displacement (>10 % diameter).
About the Authors
Aksan Kawanda
Universitas Trisakti
Indonesia
Indonesia
Aksan Kawanda
Jakarta
Askar Zhussupbekov
L.N. Gumilyov Eurasian National University; Saint-Petersburg State Architecture and Civil Engineering University
Kazakhstan
Kazakhstan
Askar Zhussupbekov
Astana;
Saint-Petersburg, Russian Federation
Ali Iskandar
Universitas Tarumanagara
Indonesia
Indonesia
Ali Iskandar
Jakarta
Giraldi Fardiaz Kuswanda
Universitas Trisakti
Indonesia
Indonesia
Giraldi Fardiaz Kuswanda
Jakarta
References
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Review
For citations:
Kawanda A., Zhussupbekov A., Iskandar A., Kuswanda G. Application of bored pile instrumentation for better understanding on its load-transfer behaviour under compression load. Construction: Science and Education. 2025;15(1):174-179. (In Russ.) https://doi.org/10.22227/2305-5502.2025.1.18
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