Numerical simulation study on pile expansion by shock waves of electrical wire explosion in liquids

Author:

Huang ShijieORCID,Liu Yi,Zhao YongORCID,Xu Youlai,Wang Tianyu,Lin Fuchang

Abstract

Abstract Compaction of the soil around the borehole filled with cement paste can build shaped pile foundations, effectively enhancing the bearing capacity of the pile foundations. Shock waves of electrical wire explosion in liquids can compact the soil and build expanded pile foundations, which has broad industrial application prospects. Electrical wire explosion in liquids has the advantages of high efficiency, good repeatability and controllability. In order to analyze the mechanism of pile expansion by electrical wire explosion in liquids, in this paper, a comprehensive test platform for pile expansion by electrical wire explosion was established, the voltage and current of the discharge channel were measured. The expanded piles were built through multiple discharges, and the size and bearing capacity of the piles were measured. Based on the finite element numerical method, a three-dimensional model of soil compaction by shock waves was established, and the material parameters, model dimensions were reasonably determined. The propagation and attenuation processes of shock waves in cement paste and soil were simulated, and the soil compaction process was obtained. The cumulative effect of pile expansion under multiple shock wave actions was analyzed and compared with test results.

Funder

National Natural Science Foundation of China

Publisher

IOP Publishing

Subject

Condensed Matter Physics,Mathematical Physics,Atomic and Molecular Physics, and Optics

Reference37 articles.

1. Behavior of a pile expanded by electrical shock wave;Kim;Mar Georesour Geotec,2013

2. Practical analytical approach for estimating long-term and set-up shaft resistance of prebored piles;Li;J. Geothch Geoenviron,2020

3. Mechanical behavior and constitutive model of frozen soil subjected to cyclic impact loading;Zhu;Int. J. Impact Eng.,2023

4. New electric-discharge technologies in geotechnical construction;Bakholdin;Soil Mech. Found. Eng.,1998

5. A study on characteristics of an in situ pile using pulse discharge technology;Kim;KSCE J. Civ. Eng.,2008

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