Loading…
Change of hydraulic conductivity during compression of undisturbed and remolded clays
Eight series of falling head hydraulic conductivity tests were performed on both undisturbed and remolded specimens of four clays from China using a modified oedometer to investigate the change of hydraulic conductivity during compression. Similar to their compression behavior, the undisturbed speci...
Saved in:
Published in: | Applied clay science 2011-01, Vol.51 (1-2), p.86-93 |
---|---|
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-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3 |
---|---|
cites | cdi_FETCH-LOGICAL-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3 |
container_end_page | 93 |
container_issue | 1-2 |
container_start_page | 86 |
container_title | Applied clay science |
container_volume | 51 |
creator | Zeng, Ling-Ling Hong, Zhen-Shun Cai, Yuan-Qiang Han, Jie |
description | Eight series of falling head hydraulic conductivity tests were performed on both undisturbed and remolded specimens of four clays from China using a modified oedometer to investigate the change of hydraulic conductivity during compression. Similar to their compression behavior, the undisturbed specimens showed the curves of hydraulic conductivity versus effective vertical stress lying above those of the remolded specimens. Past studies showed that the compression curves of remolded clays could be unified into a unique line using the void index. However, such unification between the void index and the hydraulic conductivity for remolded clays was not found in this study. The relationship between the void index (or void ratio) and the hydraulic conductivity for undisturbed specimen was almost identical to that of the remolded specimen. The relationship between the void ratio and the hydraulic conductivity on a logarithm scale was nearly linear with a slope of 0.5 times the initial void ratio at strains |
doi_str_mv | 10.1016/j.clay.2010.11.005 |
format | article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1671287964</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S016913171000373X</els_id><sourcerecordid>1671287964</sourcerecordid><originalsourceid>FETCH-LOGICAL-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3</originalsourceid><addsrcrecordid>eNp9kD9rwzAQxUVpoWnaL9DJS6GLXcmSJRu6lNB_EOjSzEKRzomCLaWSHci3r0xCx07HHb979-4hdE9wQTDhT7tCd-pYlHgakALj6gLNSC3KvMEVvUSzBDU5oURco5sYdxiTsq6aGVottsptIPNttj2aoMbO6kx7Z0Y92IMdjpkZg3WbNOv3AWK03k3w6IyNwxjWYDLlTBag951JzeQj3qKrVnUR7s51jlZvr9-Lj3z59f65eFnmitZ8yIkuaStUy7hpG1oxLdSaA2ZKcI0byttGaG5KYUAAqykVa1YJgjEzWBkMis7R40l3H_zPCHGQvY0auk458GOUhIv0p2g4S2h5QnXwMQZo5T7YXoWjJFhOGcqdnLzLKUNJiEwZpqWHs76KWnVtUE7b-LdZUsEIbkjink8cpGcPFoKM2oLTYGwAPUjj7X9nfgFgmohw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1671287964</pqid></control><display><type>article</type><title>Change of hydraulic conductivity during compression of undisturbed and remolded clays</title><source>ScienceDirect Freedom Collection 2022-2024</source><creator>Zeng, Ling-Ling ; Hong, Zhen-Shun ; Cai, Yuan-Qiang ; Han, Jie</creator><creatorcontrib>Zeng, Ling-Ling ; Hong, Zhen-Shun ; Cai, Yuan-Qiang ; Han, Jie</creatorcontrib><description>Eight series of falling head hydraulic conductivity tests were performed on both undisturbed and remolded specimens of four clays from China using a modified oedometer to investigate the change of hydraulic conductivity during compression. Similar to their compression behavior, the undisturbed specimens showed the curves of hydraulic conductivity versus effective vertical stress lying above those of the remolded specimens. Past studies showed that the compression curves of remolded clays could be unified into a unique line using the void index. However, such unification between the void index and the hydraulic conductivity for remolded clays was not found in this study. The relationship between the void index (or void ratio) and the hydraulic conductivity for undisturbed specimen was almost identical to that of the remolded specimen. The relationship between the void ratio and the hydraulic conductivity on a logarithm scale was nearly linear with a slope of 0.5 times the initial void ratio at strains <20%, and became concave upwards within the full range of strains during compression. Similar to the oedometer test data, the relationship between the specific volume and the hydraulic conductivity could be expressed by a straight line in a bilogarithmic plot within the full range of strains during compression.
►Investigating a change law of hydraulic conductivity during compression. ►Comparison of hydraulic conductivity between undisturbed and remolded clays. ►Investigating the logf–logkv large-strain compression. ► Discussion of the e–logkv linear relationship within small strain of 0–20%.</description><identifier>ISSN: 0169-1317</identifier><identifier>EISSN: 1872-9053</identifier><identifier>DOI: 10.1016/j.clay.2010.11.005</identifier><identifier>CODEN: ACLSER</identifier><language>eng</language><publisher>Kidlington: Elsevier B.V</publisher><subject>Clay mineral ; Clays ; Compressibility ; Compressing ; Compression tests ; Earth sciences ; Earth, ocean, space ; Exact sciences and technology ; Fluid dynamics ; Fluid flow ; Hydraulic conductivity ; Hydraulics ; Liquid limit ; Mineralogy ; Silicates ; Strain ; Void ratio ; Voids</subject><ispartof>Applied clay science, 2011-01, Vol.51 (1-2), p.86-93</ispartof><rights>2010 Elsevier B.V.</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3</citedby><cites>FETCH-LOGICAL-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,4024,27923,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=23741091$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Zeng, Ling-Ling</creatorcontrib><creatorcontrib>Hong, Zhen-Shun</creatorcontrib><creatorcontrib>Cai, Yuan-Qiang</creatorcontrib><creatorcontrib>Han, Jie</creatorcontrib><title>Change of hydraulic conductivity during compression of undisturbed and remolded clays</title><title>Applied clay science</title><description>Eight series of falling head hydraulic conductivity tests were performed on both undisturbed and remolded specimens of four clays from China using a modified oedometer to investigate the change of hydraulic conductivity during compression. Similar to their compression behavior, the undisturbed specimens showed the curves of hydraulic conductivity versus effective vertical stress lying above those of the remolded specimens. Past studies showed that the compression curves of remolded clays could be unified into a unique line using the void index. However, such unification between the void index and the hydraulic conductivity for remolded clays was not found in this study. The relationship between the void index (or void ratio) and the hydraulic conductivity for undisturbed specimen was almost identical to that of the remolded specimen. The relationship between the void ratio and the hydraulic conductivity on a logarithm scale was nearly linear with a slope of 0.5 times the initial void ratio at strains <20%, and became concave upwards within the full range of strains during compression. Similar to the oedometer test data, the relationship between the specific volume and the hydraulic conductivity could be expressed by a straight line in a bilogarithmic plot within the full range of strains during compression.
►Investigating a change law of hydraulic conductivity during compression. ►Comparison of hydraulic conductivity between undisturbed and remolded clays. ►Investigating the logf–logkv large-strain compression. ► Discussion of the e–logkv linear relationship within small strain of 0–20%.</description><subject>Clay mineral</subject><subject>Clays</subject><subject>Compressibility</subject><subject>Compressing</subject><subject>Compression tests</subject><subject>Earth sciences</subject><subject>Earth, ocean, space</subject><subject>Exact sciences and technology</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Hydraulic conductivity</subject><subject>Hydraulics</subject><subject>Liquid limit</subject><subject>Mineralogy</subject><subject>Silicates</subject><subject>Strain</subject><subject>Void ratio</subject><subject>Voids</subject><issn>0169-1317</issn><issn>1872-9053</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><recordid>eNp9kD9rwzAQxUVpoWnaL9DJS6GLXcmSJRu6lNB_EOjSzEKRzomCLaWSHci3r0xCx07HHb979-4hdE9wQTDhT7tCd-pYlHgakALj6gLNSC3KvMEVvUSzBDU5oURco5sYdxiTsq6aGVottsptIPNttj2aoMbO6kx7Z0Y92IMdjpkZg3WbNOv3AWK03k3w6IyNwxjWYDLlTBag951JzeQj3qKrVnUR7s51jlZvr9-Lj3z59f65eFnmitZ8yIkuaStUy7hpG1oxLdSaA2ZKcI0byttGaG5KYUAAqykVa1YJgjEzWBkMis7R40l3H_zPCHGQvY0auk458GOUhIv0p2g4S2h5QnXwMQZo5T7YXoWjJFhOGcqdnLzLKUNJiEwZpqWHs76KWnVtUE7b-LdZUsEIbkjink8cpGcPFoKM2oLTYGwAPUjj7X9nfgFgmohw</recordid><startdate>201101</startdate><enddate>201101</enddate><creator>Zeng, Ling-Ling</creator><creator>Hong, Zhen-Shun</creator><creator>Cai, Yuan-Qiang</creator><creator>Han, Jie</creator><general>Elsevier B.V</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>8FD</scope><scope>JG9</scope></search><sort><creationdate>201101</creationdate><title>Change of hydraulic conductivity during compression of undisturbed and remolded clays</title><author>Zeng, Ling-Ling ; Hong, Zhen-Shun ; Cai, Yuan-Qiang ; Han, Jie</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Clay mineral</topic><topic>Clays</topic><topic>Compressibility</topic><topic>Compressing</topic><topic>Compression tests</topic><topic>Earth sciences</topic><topic>Earth, ocean, space</topic><topic>Exact sciences and technology</topic><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Hydraulic conductivity</topic><topic>Hydraulics</topic><topic>Liquid limit</topic><topic>Mineralogy</topic><topic>Silicates</topic><topic>Strain</topic><topic>Void ratio</topic><topic>Voids</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zeng, Ling-Ling</creatorcontrib><creatorcontrib>Hong, Zhen-Shun</creatorcontrib><creatorcontrib>Cai, Yuan-Qiang</creatorcontrib><creatorcontrib>Han, Jie</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><jtitle>Applied clay science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zeng, Ling-Ling</au><au>Hong, Zhen-Shun</au><au>Cai, Yuan-Qiang</au><au>Han, Jie</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Change of hydraulic conductivity during compression of undisturbed and remolded clays</atitle><jtitle>Applied clay science</jtitle><date>2011-01</date><risdate>2011</risdate><volume>51</volume><issue>1-2</issue><spage>86</spage><epage>93</epage><pages>86-93</pages><issn>0169-1317</issn><eissn>1872-9053</eissn><coden>ACLSER</coden><abstract>Eight series of falling head hydraulic conductivity tests were performed on both undisturbed and remolded specimens of four clays from China using a modified oedometer to investigate the change of hydraulic conductivity during compression. Similar to their compression behavior, the undisturbed specimens showed the curves of hydraulic conductivity versus effective vertical stress lying above those of the remolded specimens. Past studies showed that the compression curves of remolded clays could be unified into a unique line using the void index. However, such unification between the void index and the hydraulic conductivity for remolded clays was not found in this study. The relationship between the void index (or void ratio) and the hydraulic conductivity for undisturbed specimen was almost identical to that of the remolded specimen. The relationship between the void ratio and the hydraulic conductivity on a logarithm scale was nearly linear with a slope of 0.5 times the initial void ratio at strains <20%, and became concave upwards within the full range of strains during compression. Similar to the oedometer test data, the relationship between the specific volume and the hydraulic conductivity could be expressed by a straight line in a bilogarithmic plot within the full range of strains during compression.
►Investigating a change law of hydraulic conductivity during compression. ►Comparison of hydraulic conductivity between undisturbed and remolded clays. ►Investigating the logf–logkv large-strain compression. ► Discussion of the e–logkv linear relationship within small strain of 0–20%.</abstract><cop>Kidlington</cop><pub>Elsevier B.V</pub><doi>10.1016/j.clay.2010.11.005</doi><tpages>8</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0169-1317 |
ispartof | Applied clay science, 2011-01, Vol.51 (1-2), p.86-93 |
issn | 0169-1317 1872-9053 |
language | eng |
recordid | cdi_proquest_miscellaneous_1671287964 |
source | ScienceDirect Freedom Collection 2022-2024 |
subjects | Clay mineral Clays Compressibility Compressing Compression tests Earth sciences Earth, ocean, space Exact sciences and technology Fluid dynamics Fluid flow Hydraulic conductivity Hydraulics Liquid limit Mineralogy Silicates Strain Void ratio Voids |
title | Change of hydraulic conductivity during compression of undisturbed and remolded clays |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-28T18%3A24%3A06IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Change%20of%20hydraulic%20conductivity%20during%20compression%20of%20undisturbed%20and%20remolded%20clays&rft.jtitle=Applied%20clay%20science&rft.au=Zeng,%20Ling-Ling&rft.date=2011-01&rft.volume=51&rft.issue=1-2&rft.spage=86&rft.epage=93&rft.pages=86-93&rft.issn=0169-1317&rft.eissn=1872-9053&rft.coden=ACLSER&rft_id=info:doi/10.1016/j.clay.2010.11.005&rft_dat=%3Cproquest_cross%3E1671287964%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a386t-1c23f7af46df9354c7ab6e04a76c0936f97c6d27de7e48337b4571004d0ad0ea3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1671287964&rft_id=info:pmid/&rfr_iscdi=true |