Loading…
Deep vibratory compaction simulated using a high-cycle accumulation model
Deep vibratory compaction (DVC) is an effective ground improvement method for granular soils in a loose initial state. An efficient numerical approach to simulate the whole process of DVC considering multiple compaction stages with over 1,000 vibrator cycles per stage is presented. The consideration...
Saved in:
Published in: | Soil dynamics and earthquake engineering (1984) 2023-03, Vol.166, p.107763, Article 107763 |
---|---|
Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73 |
---|---|
cites | cdi_FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73 |
container_end_page | |
container_issue | |
container_start_page | 107763 |
container_title | Soil dynamics and earthquake engineering (1984) |
container_volume | 166 |
creator | Staubach, Patrick Kimmig, Ivo Machaček, Jan Wichtmann, Torsten Triantafyllidis, Theodoros |
description | Deep vibratory compaction (DVC) is an effective ground improvement method for granular soils in a loose initial state. An efficient numerical approach to simulate the whole process of DVC considering multiple compaction stages with over 1,000 vibrator cycles per stage is presented. The consideration of such a large number of cycles is made possible by applying an extended high-cycle accumulation (HCA) model. The approach allows to determine the optimal duration of vibration per compaction stage and the spacing of the stages of the DVC process. It is shown that a short vibration time per compaction stage with a small vertical distance between stages is favourable from an economical point of view.
•Development of a numerical approach for the simulation of deep vibratory compaction.•Combination of the Coupled Eulerian–Lagrangian method with a high-cycle accumulation model.•Simulation of multiple compaction stages with a large number of vibrator cycles. |
doi_str_mv | 10.1016/j.soildyn.2023.107763 |
format | article |
fullrecord | <record><control><sourceid>elsevier_cross</sourceid><recordid>TN_cdi_crossref_primary_10_1016_j_soildyn_2023_107763</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0267726123000088</els_id><sourcerecordid>S0267726123000088</sourcerecordid><originalsourceid>FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73</originalsourceid><addsrcrecordid>eNqFkE1LAzEQhoMoWKs_Qdg_sDXJNh-LB5FqtVDwouAtpJPZNmV3U5JtYf-9_Tp56WlgZp6XmYeQR0ZHjDL5tB6l4GvXtyNOebHvKSWLKzJgWpV5MWa_12RAuVS54pLdkruU1pQyxbQckNkb4ibb-UW0XYh9BqHZWOh8aLPkm21tO3TZNvl2mdls5ZerHHqoMbMA2-P4sNkEh_U9ualsnfDhXIfkZ_r-PfnM518fs8nrPIeCll1u9VhJ5nTJrNBj6aQWAgVipQSjogIrREGpdotKc8YXWkIluCx1xQVHDaoYEnHKhRhSiliZTfSNjb1h1Bx8mLU5-zAHH-bkY889_-PAd8f7u2h9fZF-OdG4f23nMZoEHltA5yNCZ1zwFxL-AGLngLs</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Deep vibratory compaction simulated using a high-cycle accumulation model</title><source>ScienceDirect Freedom Collection</source><creator>Staubach, Patrick ; Kimmig, Ivo ; Machaček, Jan ; Wichtmann, Torsten ; Triantafyllidis, Theodoros</creator><creatorcontrib>Staubach, Patrick ; Kimmig, Ivo ; Machaček, Jan ; Wichtmann, Torsten ; Triantafyllidis, Theodoros</creatorcontrib><description>Deep vibratory compaction (DVC) is an effective ground improvement method for granular soils in a loose initial state. An efficient numerical approach to simulate the whole process of DVC considering multiple compaction stages with over 1,000 vibrator cycles per stage is presented. The consideration of such a large number of cycles is made possible by applying an extended high-cycle accumulation (HCA) model. The approach allows to determine the optimal duration of vibration per compaction stage and the spacing of the stages of the DVC process. It is shown that a short vibration time per compaction stage with a small vertical distance between stages is favourable from an economical point of view.
•Development of a numerical approach for the simulation of deep vibratory compaction.•Combination of the Coupled Eulerian–Lagrangian method with a high-cycle accumulation model.•Simulation of multiple compaction stages with a large number of vibrator cycles.</description><identifier>ISSN: 0267-7261</identifier><identifier>EISSN: 1879-341X</identifier><identifier>DOI: 10.1016/j.soildyn.2023.107763</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Deep vibratory compaction ; Densification ; Ground improvement ; HCA model</subject><ispartof>Soil dynamics and earthquake engineering (1984), 2023-03, Vol.166, p.107763, Article 107763</ispartof><rights>2023 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73</citedby><cites>FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73</cites><orcidid>0000-0002-1788-4880</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Staubach, Patrick</creatorcontrib><creatorcontrib>Kimmig, Ivo</creatorcontrib><creatorcontrib>Machaček, Jan</creatorcontrib><creatorcontrib>Wichtmann, Torsten</creatorcontrib><creatorcontrib>Triantafyllidis, Theodoros</creatorcontrib><title>Deep vibratory compaction simulated using a high-cycle accumulation model</title><title>Soil dynamics and earthquake engineering (1984)</title><description>Deep vibratory compaction (DVC) is an effective ground improvement method for granular soils in a loose initial state. An efficient numerical approach to simulate the whole process of DVC considering multiple compaction stages with over 1,000 vibrator cycles per stage is presented. The consideration of such a large number of cycles is made possible by applying an extended high-cycle accumulation (HCA) model. The approach allows to determine the optimal duration of vibration per compaction stage and the spacing of the stages of the DVC process. It is shown that a short vibration time per compaction stage with a small vertical distance between stages is favourable from an economical point of view.
•Development of a numerical approach for the simulation of deep vibratory compaction.•Combination of the Coupled Eulerian–Lagrangian method with a high-cycle accumulation model.•Simulation of multiple compaction stages with a large number of vibrator cycles.</description><subject>Deep vibratory compaction</subject><subject>Densification</subject><subject>Ground improvement</subject><subject>HCA model</subject><issn>0267-7261</issn><issn>1879-341X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LAzEQhoMoWKs_Qdg_sDXJNh-LB5FqtVDwouAtpJPZNmV3U5JtYf-9_Tp56WlgZp6XmYeQR0ZHjDL5tB6l4GvXtyNOebHvKSWLKzJgWpV5MWa_12RAuVS54pLdkruU1pQyxbQckNkb4ibb-UW0XYh9BqHZWOh8aLPkm21tO3TZNvl2mdls5ZerHHqoMbMA2-P4sNkEh_U9ualsnfDhXIfkZ_r-PfnM518fs8nrPIeCll1u9VhJ5nTJrNBj6aQWAgVipQSjogIrREGpdotKc8YXWkIluCx1xQVHDaoYEnHKhRhSiliZTfSNjb1h1Bx8mLU5-zAHH-bkY889_-PAd8f7u2h9fZF-OdG4f23nMZoEHltA5yNCZ1zwFxL-AGLngLs</recordid><startdate>202303</startdate><enddate>202303</enddate><creator>Staubach, Patrick</creator><creator>Kimmig, Ivo</creator><creator>Machaček, Jan</creator><creator>Wichtmann, Torsten</creator><creator>Triantafyllidis, Theodoros</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0002-1788-4880</orcidid></search><sort><creationdate>202303</creationdate><title>Deep vibratory compaction simulated using a high-cycle accumulation model</title><author>Staubach, Patrick ; Kimmig, Ivo ; Machaček, Jan ; Wichtmann, Torsten ; Triantafyllidis, Theodoros</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Deep vibratory compaction</topic><topic>Densification</topic><topic>Ground improvement</topic><topic>HCA model</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Staubach, Patrick</creatorcontrib><creatorcontrib>Kimmig, Ivo</creatorcontrib><creatorcontrib>Machaček, Jan</creatorcontrib><creatorcontrib>Wichtmann, Torsten</creatorcontrib><creatorcontrib>Triantafyllidis, Theodoros</creatorcontrib><collection>CrossRef</collection><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Staubach, Patrick</au><au>Kimmig, Ivo</au><au>Machaček, Jan</au><au>Wichtmann, Torsten</au><au>Triantafyllidis, Theodoros</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Deep vibratory compaction simulated using a high-cycle accumulation model</atitle><jtitle>Soil dynamics and earthquake engineering (1984)</jtitle><date>2023-03</date><risdate>2023</risdate><volume>166</volume><spage>107763</spage><pages>107763-</pages><artnum>107763</artnum><issn>0267-7261</issn><eissn>1879-341X</eissn><abstract>Deep vibratory compaction (DVC) is an effective ground improvement method for granular soils in a loose initial state. An efficient numerical approach to simulate the whole process of DVC considering multiple compaction stages with over 1,000 vibrator cycles per stage is presented. The consideration of such a large number of cycles is made possible by applying an extended high-cycle accumulation (HCA) model. The approach allows to determine the optimal duration of vibration per compaction stage and the spacing of the stages of the DVC process. It is shown that a short vibration time per compaction stage with a small vertical distance between stages is favourable from an economical point of view.
•Development of a numerical approach for the simulation of deep vibratory compaction.•Combination of the Coupled Eulerian–Lagrangian method with a high-cycle accumulation model.•Simulation of multiple compaction stages with a large number of vibrator cycles.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.soildyn.2023.107763</doi><orcidid>https://orcid.org/0000-0002-1788-4880</orcidid></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0267-7261 |
ispartof | Soil dynamics and earthquake engineering (1984), 2023-03, Vol.166, p.107763, Article 107763 |
issn | 0267-7261 1879-341X |
language | eng |
recordid | cdi_crossref_primary_10_1016_j_soildyn_2023_107763 |
source | ScienceDirect Freedom Collection |
subjects | Deep vibratory compaction Densification Ground improvement HCA model |
title | Deep vibratory compaction simulated using a high-cycle accumulation model |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-10T16%3A07%3A30IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-elsevier_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Deep%20vibratory%20compaction%20simulated%20using%20a%20high-cycle%20accumulation%20model&rft.jtitle=Soil%20dynamics%20and%20earthquake%20engineering%20(1984)&rft.au=Staubach,%20Patrick&rft.date=2023-03&rft.volume=166&rft.spage=107763&rft.pages=107763-&rft.artnum=107763&rft.issn=0267-7261&rft.eissn=1879-341X&rft_id=info:doi/10.1016/j.soildyn.2023.107763&rft_dat=%3Celsevier_cross%3ES0267726123000088%3C/elsevier_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c309t-a84761d891a5846d6855e5eef75105fca553008dbf8212b86cf52698f252e8c73%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |