Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage

Dynamic compaction (DC) is commonly used to strengthen the coarse grained soil foundation, where particle breakage of coarse soils is unavoidable under high-energy impacts. In this paper, a novel method of modeling DC progress was developed, which can realize particle breakage by impact stress. A pa...

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Main Authors: Xi Li, Jing Li, Xinyan Ma, Jidong Teng, Sheng Zhang
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/1838370
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author Xi Li
Jing Li
Xinyan Ma
Jidong Teng
Sheng Zhang
author_facet Xi Li
Jing Li
Xinyan Ma
Jidong Teng
Sheng Zhang
author_sort Xi Li
collection DOAJ
description Dynamic compaction (DC) is commonly used to strengthen the coarse grained soil foundation, where particle breakage of coarse soils is unavoidable under high-energy impacts. In this paper, a novel method of modeling DC progress was developed, which can realize particle breakage by impact stress. A particle failure criterion of critical stress is first employed. The “population balance” between particles before and after crushing is guaranteed by the overlapping method. The performance of the DC model is successfully validated against literature data. A series of DC tests were then carried out. The effect of particle breakage on key parameters of DC including crater depth and impact stress was discussed. Besides, it is observed that the relationship between breakage amount and tamping times can be expressed by a logarithmic curve. The present method will contribute to a better understanding of DC and benefit further research on the macro-micro mechanism of DC.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2018-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-a190baca99314503b566c28df349ac722025-02-03T01:28:51ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/18383701838370Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle BreakageXi Li0Jing Li1Xinyan Ma2Jidong Teng3Sheng Zhang4School of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaChina Airport Construction Group Corporation, Beijing 100101, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaSchool of Civil Engineering, Central South University, Changsha, Hunan 410075, ChinaDynamic compaction (DC) is commonly used to strengthen the coarse grained soil foundation, where particle breakage of coarse soils is unavoidable under high-energy impacts. In this paper, a novel method of modeling DC progress was developed, which can realize particle breakage by impact stress. A particle failure criterion of critical stress is first employed. The “population balance” between particles before and after crushing is guaranteed by the overlapping method. The performance of the DC model is successfully validated against literature data. A series of DC tests were then carried out. The effect of particle breakage on key parameters of DC including crater depth and impact stress was discussed. Besides, it is observed that the relationship between breakage amount and tamping times can be expressed by a logarithmic curve. The present method will contribute to a better understanding of DC and benefit further research on the macro-micro mechanism of DC.http://dx.doi.org/10.1155/2018/1838370
spellingShingle Xi Li
Jing Li
Xinyan Ma
Jidong Teng
Sheng Zhang
Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage
Advances in Civil Engineering
title Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage
title_full Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage
title_fullStr Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage
title_full_unstemmed Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage
title_short Numerical Study of the Dynamic Compaction Process considering the Phenomenon of Particle Breakage
title_sort numerical study of the dynamic compaction process considering the phenomenon of particle breakage
url http://dx.doi.org/10.1155/2018/1838370
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AT jidongteng numericalstudyofthedynamiccompactionprocessconsideringthephenomenonofparticlebreakage
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