Energy transfer and influencing factors in soil during compaction
In China, large-area excavation and filling engineering has increased rapidly with the expansion of construction land. The quality of filling engineering is the most important guarantee for the stability of building structures. Among all research on fill soil, the compaction characteristics are sign...
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| creator | Li, Jie Bai, Xiaohong Ma, Fuli |
| description | In China, large-area excavation and filling engineering has increased rapidly with the expansion of construction land. The quality of filling engineering is the most important guarantee for the stability of building structures. Among all research on fill soil, the compaction characteristics are significant for indicating the strength and stability of filling engineering. In this paper, two layers of loess fill soil were compacted by a self-manufactured test system with three different compaction energies. Based on the variation in the soil bottom pressure obtained in the tests, the influence of the compaction parameters on the soil bottom pressure was investigated. The results show that the compaction curve can be used instead of the curve of the change in soil bottom pressure with water content; as the soil density increases, the soil bottom pressure increases to the maximum. The relation of the energy consumption ratio of the soil bottom (sigma/sigma(z)) and the number of soil layers is exponential and reveals the stability of the soil skeleton formed during compaction. This paper describes the compaction characteristics of loess fill soil from the perspective of energy transfer, and the conclusions provide a theoretical basis for soil filling engineering. |
| doi_str_mv | 10.1371/journal.pone.0242622 |
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The quality of filling engineering is the most important guarantee for the stability of building structures. Among all research on fill soil, the compaction characteristics are significant for indicating the strength and stability of filling engineering. In this paper, two layers of loess fill soil were compacted by a self-manufactured test system with three different compaction energies. Based on the variation in the soil bottom pressure obtained in the tests, the influence of the compaction parameters on the soil bottom pressure was investigated. The results show that the compaction curve can be used instead of the curve of the change in soil bottom pressure with water content; as the soil density increases, the soil bottom pressure increases to the maximum. The relation of the energy consumption ratio of the soil bottom (sigma/sigma(z)) and the number of soil layers is exponential and reveals the stability of the soil skeleton formed during compaction. This paper describes the compaction characteristics of loess fill soil from the perspective of energy transfer, and the conclusions provide a theoretical basis for soil filling engineering.</description><identifier>ISSN: 1932-6203</identifier><identifier>EISSN: 1932-6203</identifier><identifier>DOI: 10.1371/journal.pone.0242622</identifier><identifier>PMID: 33216814</identifier><language>eng</language><publisher>SAN FRANCISCO: Public Library Science</publisher><subject>Analysis ; Bottom pressure ; China ; Civil engineering ; Compacted soils ; Compaction ; Construction ; Earth Sciences ; Energy ; Energy consumption ; Energy Transfer ; Energy transformation ; Engineering ; Engineering and Technology ; Engineering research ; Excavation ; Laboratories ; Loess ; Mechanical properties ; Moisture content ; Multidisciplinary Sciences ; Physical properties ; Physical Sciences ; Pressure ; Science & Technology ; Science & Technology - Other Topics ; Sensors ; Shear strength ; Soil - chemistry ; Soil compaction ; Soil density ; Soil investigations ; Soil layers ; Soil stability ; Soil stabilization ; Soil structure ; Soil water ; Soils ; Strain gauges ; Structural stability ; Water content</subject><ispartof>PloS one, 2020-11, Vol.15 (11), p.e0242622-e0242622, Article 0242622</ispartof><rights>COPYRIGHT 2020 Public Library of Science</rights><rights>2020 Li et al. This is an open access article distributed under the terms of the Creative Commons Attribution License: http://creativecommons.org/licenses/by/4.0/ (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><rights>2020 Li et al 2020 Li et al</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>true</woscitedreferencessubscribed><woscitedreferencescount>1</woscitedreferencescount><woscitedreferencesoriginalsourcerecordid>wos000595653500021</woscitedreferencesoriginalsourcerecordid><citedby>FETCH-LOGICAL-c692t-5d89ce8cee22cdfb89016eaeec682ab2c4050b6e1da009cc44e65dc1864bf55f3</citedby><cites>FETCH-LOGICAL-c692t-5d89ce8cee22cdfb89016eaeec682ab2c4050b6e1da009cc44e65dc1864bf55f3</cites><orcidid>0000-0003-0583-6192</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC7678969/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC7678969/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,315,729,782,786,866,887,2104,2116,2930,23873,27931,27932,28255,53798,53800</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/33216814$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><contributor>Aschonitis, Vassilis G.</contributor><creatorcontrib>Li, Jie</creatorcontrib><creatorcontrib>Bai, Xiaohong</creatorcontrib><creatorcontrib>Ma, Fuli</creatorcontrib><title>Energy transfer and influencing factors in soil during compaction</title><title>PloS one</title><addtitle>PLOS ONE</addtitle><addtitle>PLoS One</addtitle><description>In China, large-area excavation and filling engineering has increased rapidly with the expansion of construction land. The quality of filling engineering is the most important guarantee for the stability of building structures. Among all research on fill soil, the compaction characteristics are significant for indicating the strength and stability of filling engineering. In this paper, two layers of loess fill soil were compacted by a self-manufactured test system with three different compaction energies. Based on the variation in the soil bottom pressure obtained in the tests, the influence of the compaction parameters on the soil bottom pressure was investigated. The results show that the compaction curve can be used instead of the curve of the change in soil bottom pressure with water content; as the soil density increases, the soil bottom pressure increases to the maximum. The relation of the energy consumption ratio of the soil bottom (sigma/sigma(z)) and the number of soil layers is exponential and reveals the stability of the soil skeleton formed during compaction. This paper describes the compaction characteristics of loess fill soil from the perspective of energy transfer, and the conclusions provide a theoretical basis for soil filling engineering.</description><subject>Analysis</subject><subject>Bottom pressure</subject><subject>China</subject><subject>Civil engineering</subject><subject>Compacted soils</subject><subject>Compaction</subject><subject>Construction</subject><subject>Earth Sciences</subject><subject>Energy</subject><subject>Energy consumption</subject><subject>Energy Transfer</subject><subject>Energy transformation</subject><subject>Engineering</subject><subject>Engineering and Technology</subject><subject>Engineering research</subject><subject>Excavation</subject><subject>Laboratories</subject><subject>Loess</subject><subject>Mechanical properties</subject><subject>Moisture content</subject><subject>Multidisciplinary Sciences</subject><subject>Physical properties</subject><subject>Physical Sciences</subject><subject>Pressure</subject><subject>Science & Technology</subject><subject>Science & Technology - 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Academic</collection><collection>PubMed Central (Full Participant titles)</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>PloS one</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Jie</au><au>Bai, Xiaohong</au><au>Ma, Fuli</au><au>Aschonitis, Vassilis G.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Energy transfer and influencing factors in soil during compaction</atitle><jtitle>PloS one</jtitle><stitle>PLOS ONE</stitle><addtitle>PLoS One</addtitle><date>2020-11-20</date><risdate>2020</risdate><volume>15</volume><issue>11</issue><spage>e0242622</spage><epage>e0242622</epage><pages>e0242622-e0242622</pages><artnum>0242622</artnum><issn>1932-6203</issn><eissn>1932-6203</eissn><abstract>In China, large-area excavation and filling engineering has increased rapidly with the expansion of construction land. The quality of filling engineering is the most important guarantee for the stability of building structures. Among all research on fill soil, the compaction characteristics are significant for indicating the strength and stability of filling engineering. In this paper, two layers of loess fill soil were compacted by a self-manufactured test system with three different compaction energies. Based on the variation in the soil bottom pressure obtained in the tests, the influence of the compaction parameters on the soil bottom pressure was investigated. The results show that the compaction curve can be used instead of the curve of the change in soil bottom pressure with water content; as the soil density increases, the soil bottom pressure increases to the maximum. The relation of the energy consumption ratio of the soil bottom (sigma/sigma(z)) and the number of soil layers is exponential and reveals the stability of the soil skeleton formed during compaction. This paper describes the compaction characteristics of loess fill soil from the perspective of energy transfer, and the conclusions provide a theoretical basis for soil filling engineering.</abstract><cop>SAN FRANCISCO</cop><pub>Public Library Science</pub><pmid>33216814</pmid><doi>10.1371/journal.pone.0242622</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0003-0583-6192</orcidid><oa>free_for_read</oa></addata></record> |
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| subjects | Analysis Bottom pressure China Civil engineering Compacted soils Compaction Construction Earth Sciences Energy Energy consumption Energy Transfer Energy transformation Engineering Engineering and Technology Engineering research Excavation Laboratories Loess Mechanical properties Moisture content Multidisciplinary Sciences Physical properties Physical Sciences Pressure Science & Technology Science & Technology - Other Topics Sensors Shear strength Soil - chemistry Soil compaction Soil density Soil investigations Soil layers Soil stability Soil stabilization Soil structure Soil water Soils Strain gauges Structural stability Water content |
| title | Energy transfer and influencing factors in soil during compaction |
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