Finite element analysis to simulate the effect of impact rollers for estimating the influence depth of soil compaction

The use of impact rollers has increased for many decades due to its diverse advantages. However, the current lack of theoretical verification and research-based technical guidelines that can effectively describe the effect of impact rollers is probably the greatest deficiency in our ability to accur...

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Published inKSCE journal of civil engineering Vol. 20; no. 7; pp. 2692 - 2701
Main Authors Kim, Kukjoo, Chun, Sanghyun
Format Journal Article
LanguageEnglish
Published Seoul Korean Society of Civil Engineers 01.11.2016
Springer Nature B.V
대한토목학회
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ISSN1226-7988
1976-3808
DOI10.1007/s12205-016-0013-8

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Abstract The use of impact rollers has increased for many decades due to its diverse advantages. However, the current lack of theoretical verification and research-based technical guidelines that can effectively describe the effect of impact rollers is probably the greatest deficiency in our ability to accurately predict the benefits of deep compaction provided by impact compaction rollers. The 3-D Finite Element Analysis (FEA) was conducted using LS-DYNA to simulate the depth of influence for various impact rollers. Results indicated that the width of the contact area between the drum and the soil primarily controls the depth of compaction. The softer the soil is, the deeper the roller sinks in the soil. Also, the wider the contact area is, the deeper the compaction depth is. Thereby, the depth of compaction is highly dependent upon the stiffness of the soil. It was found that the surface pressure controls the degree of compaction and the surface pressure of the impact rollers is higher than that of the cylindrical rollers due to the dynamic effect. However, the distribution of the pressure is significantly variable for the impact rollers than the cylindrical rollers. It was concluded that the impact rollers seem to have more potential for use in final compaction of thicker layers.
AbstractList The use of impact rollers has increased for many decades due to its diverse advantages. However, the current lack of theoretical verification and research-based technical guidelines that can effectively describe the effect of impact rollers is probably the greatest deficiency in our ability to accurately predict the benefits of deep compaction provided by impact compaction rollers. The 3-D Finite Element Analysis (FEA) was conducted using LS-DYNA to simulate the depth of influence for various impact rollers. Results indicated that the width of the contact area between the drum and the soil primarily controls the depth of compaction. The softer the soil is, the deeper the roller sinks in the soil. Also, the wider the contact area is, the deeper the compaction depth is. Thereby, the depth of compaction is highly dependent upon the stiffness of the soil. It was found that the surface pressure controls the degree of compaction and the surface pressure of the impact rollers is higher than that of the cylindrical rollers due to the dynamic effect. However, the distribution of the pressure is significantly variable for the impact rollers than the cylindrical rollers. It was concluded that the impact rollers seem to have more potential for use in final compaction of thicker layers.
The use of impact rollers has increased for many decades due to its diverse advantages. However, the current lack of theoretical verification and research-based technical guidelines that can effectively describe the effect of impact rollers is probably the greatest deficiency in our ability to accurately predict the benefits of deep compaction provided by impact compaction rollers. The 3-D Finite Element Analysis (FEA) was conducted using LS-DYNA to simulate the depth of influence for various impact rollers. Results indicated that the width of the contact area between the drum and the soil primarily controls the depth of compaction. The softer the soil is, the deeper the roller sinks in the soil. Also, the wider the contact area is, the deeper the compaction depth is. Thereby, the depth of compaction is highly dependent upon the stiffness of the soil. It was found that the surface pressure controls the degree of compaction and the surface pressure of the impact rollers is higher than that of the cylindrical rollers due to the dynamic effect. However, the distribution of the pressure is significantly variable for the impact rollers than the cylindrical rollers. It was concluded that the impact rollers seem to have more potential for use in final compaction of thicker layers. KCI Citation Count: 6
Author Kim, Kukjoo
Chun, Sanghyun
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  givenname: Sanghyun
  surname: Chun
  fullname: Chun, Sanghyun
  organization: Engineering School of Sustainable Infrastructure and Environment, University of Florida
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Cites_doi 10.4028/www.scientific.net/KEM.306-308.1449
10.1201/9780203885949.ch102
10.1061/(ASCE)0733-9410(1986)112:1(1)
10.1061/(ASCE)1090-0241(1998)124:8(699)
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Keywords LS-DYNA
impact rollers
soil compaction
finite element analysis
influence depth
intelligent compaction
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Snippet The use of impact rollers has increased for many decades due to its diverse advantages. However, the current lack of theoretical verification and...
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springer
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Publisher
StartPage 2692
SubjectTerms Civil Engineering
Contact
Engineering
Finite element analysis
Finite element method
Geotechnical Engineering
Geotechnical Engineering & Applied Earth Sciences
Guidelines
Impact analysis
Industrial Pollution Prevention
Mathematical analysis
Rollers
Simulation
Soil compaction
Soil depth
Surface pressure
토목공학
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