Geotechnical applications of chemically enhanced drainage
Summary The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions an...
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Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2017-10, Vol.41 (15), p.1541-1568 |
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container_title | International journal for numerical and analytical methods in geomechanics |
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creator | Minder, P. Puzrin, A.M. |
description | Summary
The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions and a simplified analytical solution demonstrates the importance of accounting for diffusive and dispersive fluxes. In order to illustrate possible practical application of the proposed soil improvement technique, two geotechnical examples have been numerically explored: improving performance of a ground water well and the stabilization of a slope by chemically enhanced drainage. For the well application, it has been demonstrated that for a relatively small degree of treatment, the power consumption can be reduced to a half, compared with the non‐treated soil. For the slope stability application, the water table downstream of the drain can be significantly lowered using moderate pump/collector pressures at the centre of the drain, causing a higher increase in the factor of safety for a larger area subjected to the chemically enhanced drainage. The particularly promising result is that in both applications the largest gain in the well/drain efficiency has been observed for smaller chemically enhanced areas, where a short duration of treatment and small amounts of chemicals decrease the power consumption and increase the safety factor at the highest rate. Copyright © 2017 John Wiley & Sons, Ltd. |
doi_str_mv | 10.1002/nag.2685 |
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The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions and a simplified analytical solution demonstrates the importance of accounting for diffusive and dispersive fluxes. In order to illustrate possible practical application of the proposed soil improvement technique, two geotechnical examples have been numerically explored: improving performance of a ground water well and the stabilization of a slope by chemically enhanced drainage. For the well application, it has been demonstrated that for a relatively small degree of treatment, the power consumption can be reduced to a half, compared with the non‐treated soil. For the slope stability application, the water table downstream of the drain can be significantly lowered using moderate pump/collector pressures at the centre of the drain, causing a higher increase in the factor of safety for a larger area subjected to the chemically enhanced drainage. The particularly promising result is that in both applications the largest gain in the well/drain efficiency has been observed for smaller chemically enhanced areas, where a short duration of treatment and small amounts of chemicals decrease the power consumption and increase the safety factor at the highest rate. Copyright © 2017 John Wiley & Sons, Ltd.</description><identifier>ISSN: 0363-9061</identifier><identifier>EISSN: 1096-9853</identifier><identifier>DOI: 10.1002/nag.2685</identifier><language>eng</language><publisher>Bognor Regis: Wiley Subscription Services, Inc</publisher><subject>Chemicals ; chemical‐hydraulic coupling ; Drainage ; Duration ; Finite element method ; Fluxes ; Geotechnical engineering ; Groundwater ; Groundwater table ; Mathematical models ; Permeability ; Power consumption ; Safety factors ; Slope stability ; Smectites ; Soil ; Soil improvement ; Soil permeability ; Soil stability ; Soil treatment ; Soils ; Solutions ; Water table ; Water wells ; well efficiency</subject><ispartof>International journal for numerical and analytical methods in geomechanics, 2017-10, Vol.41 (15), p.1541-1568</ispartof><rights>Copyright © 2017 John Wiley & Sons, Ltd.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a3165-6b462f09eb999c1685c3b7d570c839b0c8d8a263734c78c9db7dbd7dbe54b0b93</citedby><cites>FETCH-LOGICAL-a3165-6b462f09eb999c1685c3b7d570c839b0c8d8a263734c78c9db7dbd7dbe54b0b93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fnag.2685$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fnag.2685$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1417,27924,27925,45574,45575</link.rule.ids></links><search><creatorcontrib>Minder, P.</creatorcontrib><creatorcontrib>Puzrin, A.M.</creatorcontrib><title>Geotechnical applications of chemically enhanced drainage</title><title>International journal for numerical and analytical methods in geomechanics</title><description>Summary
The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions and a simplified analytical solution demonstrates the importance of accounting for diffusive and dispersive fluxes. In order to illustrate possible practical application of the proposed soil improvement technique, two geotechnical examples have been numerically explored: improving performance of a ground water well and the stabilization of a slope by chemically enhanced drainage. For the well application, it has been demonstrated that for a relatively small degree of treatment, the power consumption can be reduced to a half, compared with the non‐treated soil. For the slope stability application, the water table downstream of the drain can be significantly lowered using moderate pump/collector pressures at the centre of the drain, causing a higher increase in the factor of safety for a larger area subjected to the chemically enhanced drainage. The particularly promising result is that in both applications the largest gain in the well/drain efficiency has been observed for smaller chemically enhanced areas, where a short duration of treatment and small amounts of chemicals decrease the power consumption and increase the safety factor at the highest rate. Copyright © 2017 John Wiley & Sons, Ltd.</description><subject>Chemicals</subject><subject>chemical‐hydraulic coupling</subject><subject>Drainage</subject><subject>Duration</subject><subject>Finite element method</subject><subject>Fluxes</subject><subject>Geotechnical engineering</subject><subject>Groundwater</subject><subject>Groundwater table</subject><subject>Mathematical models</subject><subject>Permeability</subject><subject>Power consumption</subject><subject>Safety factors</subject><subject>Slope stability</subject><subject>Smectites</subject><subject>Soil</subject><subject>Soil improvement</subject><subject>Soil permeability</subject><subject>Soil stability</subject><subject>Soil treatment</subject><subject>Soils</subject><subject>Solutions</subject><subject>Water table</subject><subject>Water wells</subject><subject>well efficiency</subject><issn>0363-9061</issn><issn>1096-9853</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNp1kE9LxDAQxYMoWFfBj1Dw4qXrpGnSznFZtAqLXvQckjS1XbptTbrIfntT69XD_IH3Y-bxCLmlsKYA6UOvPtepKPgZiSigSLDg7JxEwARLEAS9JFfe7wGABzUiWNphsqbpW6O6WI1jF5apHXofD3VsGnuYhe4U275RvbFVXDnVhif2mlzUqvP25m-uyMfT4_v2Odm9lS_bzS5RjAqeCJ2JtAa0GhENDc4M03nFczAFQx16VahUsJxlJi8MVkHUVSjLMw0a2YrcLXdHN3wdrZ_kfji6PryUFBnHnNIcAnW_UMYN3jtby9G1B-VOkoKcg5HBs5yDCWiyoN9tZ0__cvJ1U_7yPxEsY3o</recordid><startdate>20171025</startdate><enddate>20171025</enddate><creator>Minder, P.</creator><creator>Puzrin, A.M.</creator><general>Wiley Subscription Services, Inc</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>20171025</creationdate><title>Geotechnical applications of chemically enhanced drainage</title><author>Minder, P. ; Puzrin, A.M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a3165-6b462f09eb999c1685c3b7d570c839b0c8d8a263734c78c9db7dbd7dbe54b0b93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Chemicals</topic><topic>chemical‐hydraulic coupling</topic><topic>Drainage</topic><topic>Duration</topic><topic>Finite element method</topic><topic>Fluxes</topic><topic>Geotechnical engineering</topic><topic>Groundwater</topic><topic>Groundwater table</topic><topic>Mathematical models</topic><topic>Permeability</topic><topic>Power consumption</topic><topic>Safety factors</topic><topic>Slope stability</topic><topic>Smectites</topic><topic>Soil</topic><topic>Soil improvement</topic><topic>Soil permeability</topic><topic>Soil stability</topic><topic>Soil treatment</topic><topic>Soils</topic><topic>Solutions</topic><topic>Water table</topic><topic>Water wells</topic><topic>well efficiency</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Minder, P.</creatorcontrib><creatorcontrib>Puzrin, A.M.</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>International journal for numerical and analytical methods in geomechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Minder, P.</au><au>Puzrin, A.M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Geotechnical applications of chemically enhanced drainage</atitle><jtitle>International journal for numerical and analytical methods in geomechanics</jtitle><date>2017-10-25</date><risdate>2017</risdate><volume>41</volume><issue>15</issue><spage>1541</spage><epage>1568</epage><pages>1541-1568</pages><issn>0363-9061</issn><eissn>1096-9853</eissn><abstract>Summary
The paper explores application of the engineered increase in soil permeability, achieved using reaction of guanidinium solutions with smectite soils, to geotechnical problems. The comparison between the finite element analysis of the enhanced permeability model for axisymmetric conditions and a simplified analytical solution demonstrates the importance of accounting for diffusive and dispersive fluxes. In order to illustrate possible practical application of the proposed soil improvement technique, two geotechnical examples have been numerically explored: improving performance of a ground water well and the stabilization of a slope by chemically enhanced drainage. For the well application, it has been demonstrated that for a relatively small degree of treatment, the power consumption can be reduced to a half, compared with the non‐treated soil. For the slope stability application, the water table downstream of the drain can be significantly lowered using moderate pump/collector pressures at the centre of the drain, causing a higher increase in the factor of safety for a larger area subjected to the chemically enhanced drainage. The particularly promising result is that in both applications the largest gain in the well/drain efficiency has been observed for smaller chemically enhanced areas, where a short duration of treatment and small amounts of chemicals decrease the power consumption and increase the safety factor at the highest rate. Copyright © 2017 John Wiley & Sons, Ltd.</abstract><cop>Bognor Regis</cop><pub>Wiley Subscription Services, Inc</pub><doi>10.1002/nag.2685</doi><tpages>28</tpages></addata></record> |
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subjects | Chemicals chemical‐hydraulic coupling Drainage Duration Finite element method Fluxes Geotechnical engineering Groundwater Groundwater table Mathematical models Permeability Power consumption Safety factors Slope stability Smectites Soil Soil improvement Soil permeability Soil stability Soil treatment Soils Solutions Water table Water wells well efficiency |
title | Geotechnical applications of chemically enhanced drainage |
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