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One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect
Based on the assumption that the change of the void ratio is caused by effective stress, creep effect and temperature, a one-dimensional nonlinear consolidation theory considering the thermal effect is established that contains the heat balance equation and the continuity equation. Verification and...
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Published in: | Computers and geotechnics 2018-12, Vol.104, p.22-28 |
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creator | Liu, Quan Deng, Yue-Bao Wang, Tian-Yuan |
description | Based on the assumption that the change of the void ratio is caused by effective stress, creep effect and temperature, a one-dimensional nonlinear consolidation theory considering the thermal effect is established that contains the heat balance equation and the continuity equation. Verification and calculation examples are performed. The results show that the dissipation rate obtained using the present method is slower than that obtained using the traditional method. The pore water dissipation rate or consolidation rate considering the secondary consolidation and temperature is higher than that when only considering secondary consolidation. Heating accelerates the dissipation rate of pore water, especially in the early stage of consolidation. |
doi_str_mv | 10.1016/j.compgeo.2018.08.007 |
format | article |
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Verification and calculation examples are performed. The results show that the dissipation rate obtained using the present method is slower than that obtained using the traditional method. The pore water dissipation rate or consolidation rate considering the secondary consolidation and temperature is higher than that when only considering secondary consolidation. Heating accelerates the dissipation rate of pore water, especially in the early stage of consolidation.</description><identifier>ISSN: 0266-352X</identifier><identifier>EISSN: 1873-7633</identifier><identifier>DOI: 10.1016/j.compgeo.2018.08.007</identifier><language>eng</language><publisher>New York: Elsevier Ltd</publisher><subject>Analytical solution ; Consolidation ; Consolidation theory ; Continuity equation ; Energy dissipation ; Heat ; Heat balance ; Heating ; Methods ; Nonlinear ; Nonlinear systems ; Pore water ; Secondary consolidation ; Soft ground ; Solifluction ; Temperature ; Thermal effect ; Void ratio</subject><ispartof>Computers and geotechnics, 2018-12, Vol.104, p.22-28</ispartof><rights>2018 Elsevier Ltd</rights><rights>Copyright Elsevier BV Dec 2018</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c337t-6f79e3fa61e3c3ebcbfc94a7bb64eea5de4dcf206c029e975a103441522a4e793</citedby><cites>FETCH-LOGICAL-c337t-6f79e3fa61e3c3ebcbfc94a7bb64eea5de4dcf206c029e975a103441522a4e793</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Liu, Quan</creatorcontrib><creatorcontrib>Deng, Yue-Bao</creatorcontrib><creatorcontrib>Wang, Tian-Yuan</creatorcontrib><title>One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect</title><title>Computers and geotechnics</title><description>Based on the assumption that the change of the void ratio is caused by effective stress, creep effect and temperature, a one-dimensional nonlinear consolidation theory considering the thermal effect is established that contains the heat balance equation and the continuity equation. Verification and calculation examples are performed. The results show that the dissipation rate obtained using the present method is slower than that obtained using the traditional method. The pore water dissipation rate or consolidation rate considering the secondary consolidation and temperature is higher than that when only considering secondary consolidation. Heating accelerates the dissipation rate of pore water, especially in the early stage of consolidation.</description><subject>Analytical solution</subject><subject>Consolidation</subject><subject>Consolidation theory</subject><subject>Continuity equation</subject><subject>Energy dissipation</subject><subject>Heat</subject><subject>Heat balance</subject><subject>Heating</subject><subject>Methods</subject><subject>Nonlinear</subject><subject>Nonlinear systems</subject><subject>Pore water</subject><subject>Secondary consolidation</subject><subject>Soft ground</subject><subject>Solifluction</subject><subject>Temperature</subject><subject>Thermal effect</subject><subject>Void ratio</subject><issn>0266-352X</issn><issn>1873-7633</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNqFkFtLAzEQhYMoWC8_QVjweddcdpPdJ5HiDQp9UfAtZJNJzbJNarIV-u9NbV98EiaEYc43wzkI3RBcEUz43VDpsN6sIFQUk7bCubA4QTPSClYKztgpmmHKecka-nGOLlIacOa6tpuh3dJDadwafHLBq7HwwY_Og4qFDj6F0Rk15UkxfUKIu8KGWKRgp2IVw9abX5EzEJ1fFQlyZ1RW_UVV1mV8_-I6nwBrQU9X6MyqMcH18b9E70-Pb_OXcrF8fp0_LErNmJhKbkUHzCpOgGkGve6t7mol-p7XAKoxUBttKeYa0w460SiCWV2ThlJVg-jYJbo97N3E8LWFNMkhbGO2miQljNWYsJZkVXNQ6RhSimDlJrp19iIJlvuU5SCPKct9yhLnwiJz9wcOsoVvB1Em7cBrMC5mk9IE98-GH859jJk</recordid><startdate>201812</startdate><enddate>201812</enddate><creator>Liu, Quan</creator><creator>Deng, Yue-Bao</creator><creator>Wang, Tian-Yuan</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>JQ2</scope><scope>KR7</scope><scope>L.G</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>201812</creationdate><title>One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect</title><author>Liu, Quan ; Deng, Yue-Bao ; Wang, Tian-Yuan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c337t-6f79e3fa61e3c3ebcbfc94a7bb64eea5de4dcf206c029e975a103441522a4e793</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Analytical solution</topic><topic>Consolidation</topic><topic>Consolidation theory</topic><topic>Continuity equation</topic><topic>Energy dissipation</topic><topic>Heat</topic><topic>Heat balance</topic><topic>Heating</topic><topic>Methods</topic><topic>Nonlinear</topic><topic>Nonlinear systems</topic><topic>Pore water</topic><topic>Secondary consolidation</topic><topic>Soft ground</topic><topic>Solifluction</topic><topic>Temperature</topic><topic>Thermal effect</topic><topic>Void ratio</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Quan</creatorcontrib><creatorcontrib>Deng, Yue-Bao</creatorcontrib><creatorcontrib>Wang, Tian-Yuan</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts – Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Computers and geotechnics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Quan</au><au>Deng, Yue-Bao</au><au>Wang, Tian-Yuan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect</atitle><jtitle>Computers and geotechnics</jtitle><date>2018-12</date><risdate>2018</risdate><volume>104</volume><spage>22</spage><epage>28</epage><pages>22-28</pages><issn>0266-352X</issn><eissn>1873-7633</eissn><abstract>Based on the assumption that the change of the void ratio is caused by effective stress, creep effect and temperature, a one-dimensional nonlinear consolidation theory considering the thermal effect is established that contains the heat balance equation and the continuity equation. 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subjects | Analytical solution Consolidation Consolidation theory Continuity equation Energy dissipation Heat Heat balance Heating Methods Nonlinear Nonlinear systems Pore water Secondary consolidation Soft ground Solifluction Temperature Thermal effect Void ratio |
title | One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect |
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