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 in | KSCE journal of civil engineering Vol. 20; no. 7; pp. 2692 - 2701 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Seoul
Korean Society of Civil Engineers
01.11.2016
Springer Nature B.V 대한토목학회 |
Subjects | |
Online Access | Get full text |
ISSN | 1226-7988 1976-3808 |
DOI | 10.1007/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. |
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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 |
Author_xml | – sequence: 1 givenname: Kukjoo surname: Kim fullname: Kim, Kukjoo email: klauskim@ufl.edu organization: Engineering School of Sustainable Infrastructure and Environment, University of Florida – sequence: 2 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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References | Forssblad (CR11) 1980 Rollins, Jorgensen, Ross (CR19) 1998; 124 CR6 Avalle, Young (CR2) 2004 Avalle (CR3) 2007 CR8 Wang, Jiao, Xiao, Li (CR21) 2006; 306–308 CR7 Rinehart, Mooney, Derger (CR18) 2008 CR15 CR14 CR13 Lukas (CR16) 1986 Paige-Green (CR17) 1998 Avalle (CR1) 2004 Hansbo (CR12) 1979; 12 Chen, Baladi (CR9) 1985 Duncan, Seed (CR10) 1986; 112 Wallrath (CR20) 2004 Berry, Visser, Rust (CR5) 2004 Avalle, Carter (CR4) 2005 |
References_xml | – year: 1985 ident: CR9 publication-title: Soil Plasticity – ident: CR14 – ident: CR15 – year: 1998 ident: CR17 publication-title: The use of impact compaction in ground improvement – volume: 306–308 start-page: 1449 year: 2006 end-page: 1454 ident: CR21 article-title: Discussion on the use of parameters of druker-prager criterion publication-title: Journal of the Key Engineering Materials doi: 10.4028/www.scientific.net/KEM.306-308.1449 – year: 1986 ident: CR16 article-title: Dynamic compaction for highway construction. Volume1: Design and construction guidelines publication-title: Federal Highway Admin. – ident: CR13 – start-page: 737 year: 2008 end-page: 741 ident: CR18 article-title: In-ground stress-strain beneath center and edge of vibratory roller compactor publication-title: Advances in Transportation Geotechnics: Proc. 1st Int. Conf. Transport. Geotech., Nottingham doi: 10.1201/9780203885949.ch102 – volume: 112 start-page: 1 issue: 1 year: 1986 end-page: 22 ident: CR10 article-title: Compaction-induced earth pressures under K0-conditions publication-title: Journal of Geotechnical Engineering doi: 10.1061/(ASCE)0733-9410(1986)112:1(1) – start-page: 371 year: 2004 end-page: 386 ident: CR5 article-title: A simple method to predict the profile of improvement after compaction using surface settlement publication-title: Proc., International Symposium on Ground Improvement, Paris – ident: CR6 – start-page: 541 year: 1980 end-page: 546 ident: CR11 article-title: Compaction meter on vibrating rollers for improved compaction control publication-title: Proc. Int. Conf. on Compaction, Volume: II, Paris, France – ident: CR7 – ident: CR8 – volume: 12 start-page: 27 issue: 1 year: 1979 end-page: 36 ident: CR12 article-title: Dynamic consolidation of soil by a falling weight. ground engineering publication-title: Emap. Construct. – start-page: 3 year: 2004 end-page: 4 ident: CR1 article-title: Ground Improvement using the “Square” impact roller-case studies publication-title: The 5th Int. Conf. on Ground Improvement Techniques, Kuala Lumpur – start-page: 2 year: 2004 end-page: 4 ident: CR2 article-title: Trial program and recent use of the impact roller in sydney publication-title: Australian Geomechanics Society Earthworks Seminar, Adelaide – year: 2004 ident: CR20 article-title: Depth effect of the POLYGONAL drum results from the compaction test on a 3 m filling publication-title: Research Report, BOMAG GmbH, Germany – start-page: 2 year: 2007 end-page: 5 ident: CR3 article-title: Trials and validation of deep compaction using the “Square” impact roller publication-title: Austrian Geomechanics Society Sydney Chapter Mini-Symposium: Advances in Earthworks. Sydney – year: 2005 ident: CR4 article-title: Evaluating the improvement from impact rolling on sand publication-title: 6th International Conference on Ground Improvement Techniques, Coimbra, Portugal – volume: 124 start-page: 699 issue: 8 year: 1998 end-page: 708 ident: CR19 article-title: Optimum moisture content for dynamic compaction of collapsible soils publication-title: Journal of Geotechnical and Geoenvironmental Engineering doi: 10.1061/(ASCE)1090-0241(1998)124:8(699) |
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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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Title | Finite element analysis to simulate the effect of impact rollers for estimating the influence depth of soil compaction |
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