Gully stabilization and loess-platform protection against headward erosion
The Loess Plateau is highly susceptible to gully headward erosion, highlighting the urgent need for soil stabilization. In this study, a series of physical and mechanical properties, water physical properties and microstructure tests were carried out to explore the loess improvement for potential co...
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| Veröffentlicht in: | Environmental earth sciences 2024, Vol.83 (2), p.65-65, Article 65 |
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| creator | Hu, Aiping Peng, Yu Liu, Wanfeng Zhang, Huyuan |
| description | The Loess Plateau is highly susceptible to gully headward erosion, highlighting the urgent need for soil stabilization. In this study, a series of physical and mechanical properties, water physical properties and microstructure tests were carried out to explore the loess improvement for potential control of headward erosion in loess gullies. Experimental results reveal that the addition of the Consolid System to loess soil leads to an increase in the plastic limit and liquid limit of the soil, while the soil retains its characteristics as a type of low plasticity soil. The dry density of the stabilized loess soil decreases, while the unconfined compressive strength increases. Regarding the water-physical properties, the swelling and shrinkage properties of modified loess soil were significantly improved while the permeability coefficient slightly decrease. Furthermore, the surface energy decreased, resulting in increased water repellency, while the pore volume remains relatively unchanged. A recommended minimum mixing ratio of the Consolid System is 1.5% to resist water erosion. In conclusion, the implementation of the Consolid System not only enhances the strength of loess soil and its water repellency, but also preserves the advantageous water drainage characteristics inherent to loess soil. Consequently, loess soil stabilized by the Consolid System holds promising potential for applications in areas covered with loess soil. |
| doi_str_mv | 10.1007/s12665-023-11388-y |
| format | Article |
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In this study, a series of physical and mechanical properties, water physical properties and microstructure tests were carried out to explore the loess improvement for potential control of headward erosion in loess gullies. Experimental results reveal that the addition of the Consolid System to loess soil leads to an increase in the plastic limit and liquid limit of the soil, while the soil retains its characteristics as a type of low plasticity soil. The dry density of the stabilized loess soil decreases, while the unconfined compressive strength increases. Regarding the water-physical properties, the swelling and shrinkage properties of modified loess soil were significantly improved while the permeability coefficient slightly decrease. Furthermore, the surface energy decreased, resulting in increased water repellency, while the pore volume remains relatively unchanged. A recommended minimum mixing ratio of the Consolid System is 1.5% to resist water erosion. In conclusion, the implementation of the Consolid System not only enhances the strength of loess soil and its water repellency, but also preserves the advantageous water drainage characteristics inherent to loess soil. Consequently, loess soil stabilized by the Consolid System holds promising potential for applications in areas covered with loess soil.</description><identifier>ISSN: 1866-6280</identifier><identifier>EISSN: 1866-6299</identifier><identifier>DOI: 10.1007/s12665-023-11388-y</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Biogeosciences ; China ; compression strength ; Compressive strength ; drainage ; Dry density ; Earth and Environmental Science ; Earth Sciences ; energy ; Environmental Science and Engineering ; Erosion control ; Erosion resistance ; Geochemistry ; Geology ; Gullies ; Gully erosion ; Hydrology/Water Resources ; Hydrophobicity ; Liquid limits ; liquids ; Loess ; loess soils ; Mechanical properties ; Microstructure ; Mixing ratio ; Original Article ; Permeability ; Permeability coefficient ; Pest control ; Physical properties ; Plastic limit ; Plasticity ; Repellency ; Repellents ; shrinkage ; Soil ; Soil erosion ; Soil improvement ; Soil mechanics ; Soil permeability ; Soil properties ; Soil shrinkage ; Soil stabilization ; Soil strength ; Soil water ; Soils ; Stabilization ; Surface energy ; Surface properties ; Terrestrial Pollution ; Water ; Water erosion</subject><ispartof>Environmental earth sciences, 2024, Vol.83 (2), p.65-65, Article 65</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a326t-ee506fc69604a6ccf576a12fa065b12da0505f25ade705eb0d16d01dab9d96503</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s12665-023-11388-y$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s12665-023-11388-y$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,41467,42536,51297</link.rule.ids></links><search><creatorcontrib>Hu, Aiping</creatorcontrib><creatorcontrib>Peng, Yu</creatorcontrib><creatorcontrib>Liu, Wanfeng</creatorcontrib><creatorcontrib>Zhang, Huyuan</creatorcontrib><title>Gully stabilization and loess-platform protection against headward erosion</title><title>Environmental earth sciences</title><addtitle>Environ Earth Sci</addtitle><description>The Loess Plateau is highly susceptible to gully headward erosion, highlighting the urgent need for soil stabilization. In this study, a series of physical and mechanical properties, water physical properties and microstructure tests were carried out to explore the loess improvement for potential control of headward erosion in loess gullies. Experimental results reveal that the addition of the Consolid System to loess soil leads to an increase in the plastic limit and liquid limit of the soil, while the soil retains its characteristics as a type of low plasticity soil. The dry density of the stabilized loess soil decreases, while the unconfined compressive strength increases. Regarding the water-physical properties, the swelling and shrinkage properties of modified loess soil were significantly improved while the permeability coefficient slightly decrease. Furthermore, the surface energy decreased, resulting in increased water repellency, while the pore volume remains relatively unchanged. A recommended minimum mixing ratio of the Consolid System is 1.5% to resist water erosion. In conclusion, the implementation of the Consolid System not only enhances the strength of loess soil and its water repellency, but also preserves the advantageous water drainage characteristics inherent to loess soil. Consequently, loess soil stabilized by the Consolid System holds promising potential for applications in areas covered with loess soil.</description><subject>Biogeosciences</subject><subject>China</subject><subject>compression strength</subject><subject>Compressive strength</subject><subject>drainage</subject><subject>Dry density</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>energy</subject><subject>Environmental Science and Engineering</subject><subject>Erosion control</subject><subject>Erosion resistance</subject><subject>Geochemistry</subject><subject>Geology</subject><subject>Gullies</subject><subject>Gully erosion</subject><subject>Hydrology/Water Resources</subject><subject>Hydrophobicity</subject><subject>Liquid limits</subject><subject>liquids</subject><subject>Loess</subject><subject>loess soils</subject><subject>Mechanical properties</subject><subject>Microstructure</subject><subject>Mixing ratio</subject><subject>Original Article</subject><subject>Permeability</subject><subject>Permeability coefficient</subject><subject>Pest control</subject><subject>Physical properties</subject><subject>Plastic limit</subject><subject>Plasticity</subject><subject>Repellency</subject><subject>Repellents</subject><subject>shrinkage</subject><subject>Soil</subject><subject>Soil erosion</subject><subject>Soil improvement</subject><subject>Soil mechanics</subject><subject>Soil permeability</subject><subject>Soil properties</subject><subject>Soil shrinkage</subject><subject>Soil stabilization</subject><subject>Soil strength</subject><subject>Soil water</subject><subject>Soils</subject><subject>Stabilization</subject><subject>Surface energy</subject><subject>Surface properties</subject><subject>Terrestrial Pollution</subject><subject>Water</subject><subject>Water erosion</subject><issn>1866-6280</issn><issn>1866-6299</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNp9UE1LxDAQDaLgsu4f8FTw4iU6Scy0Pcqiq7LgRc9h2qRrl267Ji1Sf73RioIH5zID74M3j7FTARcCIL0MQiJqDlJxIVSW8fGAzUSGyFHm-eHPncExW4SwhThKqBxwxh5WQ9OMSeipqJv6nfq6axNqbdJ0LgS-b6ivOr9L9r7rXTmhG6rb0CcvjuwbeZs434UInLCjiprgFt97zp5vb56Wd3z9uLpfXq85KYk9d04DViXmCFeEZVnpFEnIigB1IaQl0KArqcm6FLQrwAq0ICwVuc1Rg5qz88k3ZnodXOjNrg6laxpqXTcEo4RWKKVCjNSzP9RtN_g2pjMyF5AqUF-GcmKV8ZHgXWX2vt6RH40A89mwmRo2sWHz1bAZo0hNohDJ7cb5X-t_VB9cPH8e</recordid><startdate>2024</startdate><enddate>2024</enddate><creator>Hu, Aiping</creator><creator>Peng, Yu</creator><creator>Liu, Wanfeng</creator><creator>Zhang, Huyuan</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>7XB</scope><scope>88I</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>GNUQQ</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KL.</scope><scope>L.G</scope><scope>M2P</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>SOI</scope><scope>7S9</scope><scope>L.6</scope></search><sort><creationdate>2024</creationdate><title>Gully stabilization and loess-platform protection against headward erosion</title><author>Hu, Aiping ; Peng, Yu ; Liu, Wanfeng ; Zhang, Huyuan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a326t-ee506fc69604a6ccf576a12fa065b12da0505f25ade705eb0d16d01dab9d96503</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Biogeosciences</topic><topic>China</topic><topic>compression strength</topic><topic>Compressive strength</topic><topic>drainage</topic><topic>Dry density</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>energy</topic><topic>Environmental Science and Engineering</topic><topic>Erosion control</topic><topic>Erosion resistance</topic><topic>Geochemistry</topic><topic>Geology</topic><topic>Gullies</topic><topic>Gully erosion</topic><topic>Hydrology/Water Resources</topic><topic>Hydrophobicity</topic><topic>Liquid limits</topic><topic>liquids</topic><topic>Loess</topic><topic>loess soils</topic><topic>Mechanical properties</topic><topic>Microstructure</topic><topic>Mixing ratio</topic><topic>Original Article</topic><topic>Permeability</topic><topic>Permeability coefficient</topic><topic>Pest control</topic><topic>Physical properties</topic><topic>Plastic limit</topic><topic>Plasticity</topic><topic>Repellency</topic><topic>Repellents</topic><topic>shrinkage</topic><topic>Soil</topic><topic>Soil erosion</topic><topic>Soil improvement</topic><topic>Soil mechanics</topic><topic>Soil permeability</topic><topic>Soil properties</topic><topic>Soil shrinkage</topic><topic>Soil stabilization</topic><topic>Soil strength</topic><topic>Soil water</topic><topic>Soils</topic><topic>Stabilization</topic><topic>Surface energy</topic><topic>Surface properties</topic><topic>Terrestrial Pollution</topic><topic>Water</topic><topic>Water erosion</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hu, Aiping</creatorcontrib><creatorcontrib>Peng, Yu</creatorcontrib><creatorcontrib>Liu, Wanfeng</creatorcontrib><creatorcontrib>Zhang, Huyuan</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection (ProQuest)</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>ProQuest Central Student</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Science Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Environmental Science Collection</collection><collection>ProQuest Central Basic</collection><collection>Environment Abstracts</collection><collection>AGRICOLA</collection><collection>AGRICOLA - Academic</collection><jtitle>Environmental earth sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hu, Aiping</au><au>Peng, Yu</au><au>Liu, Wanfeng</au><au>Zhang, Huyuan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Gully stabilization and loess-platform protection against headward erosion</atitle><jtitle>Environmental earth sciences</jtitle><stitle>Environ Earth Sci</stitle><date>2024</date><risdate>2024</risdate><volume>83</volume><issue>2</issue><spage>65</spage><epage>65</epage><pages>65-65</pages><artnum>65</artnum><issn>1866-6280</issn><eissn>1866-6299</eissn><abstract>The Loess Plateau is highly susceptible to gully headward erosion, highlighting the urgent need for soil stabilization. In this study, a series of physical and mechanical properties, water physical properties and microstructure tests were carried out to explore the loess improvement for potential control of headward erosion in loess gullies. Experimental results reveal that the addition of the Consolid System to loess soil leads to an increase in the plastic limit and liquid limit of the soil, while the soil retains its characteristics as a type of low plasticity soil. The dry density of the stabilized loess soil decreases, while the unconfined compressive strength increases. Regarding the water-physical properties, the swelling and shrinkage properties of modified loess soil were significantly improved while the permeability coefficient slightly decrease. Furthermore, the surface energy decreased, resulting in increased water repellency, while the pore volume remains relatively unchanged. A recommended minimum mixing ratio of the Consolid System is 1.5% to resist water erosion. In conclusion, the implementation of the Consolid System not only enhances the strength of loess soil and its water repellency, but also preserves the advantageous water drainage characteristics inherent to loess soil. Consequently, loess soil stabilized by the Consolid System holds promising potential for applications in areas covered with loess soil.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s12665-023-11388-y</doi><tpages>1</tpages></addata></record> |
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| subjects | Biogeosciences China compression strength Compressive strength drainage Dry density Earth and Environmental Science Earth Sciences energy Environmental Science and Engineering Erosion control Erosion resistance Geochemistry Geology Gullies Gully erosion Hydrology/Water Resources Hydrophobicity Liquid limits liquids Loess loess soils Mechanical properties Microstructure Mixing ratio Original Article Permeability Permeability coefficient Pest control Physical properties Plastic limit Plasticity Repellency Repellents shrinkage Soil Soil erosion Soil improvement Soil mechanics Soil permeability Soil properties Soil shrinkage Soil stabilization Soil strength Soil water Soils Stabilization Surface energy Surface properties Terrestrial Pollution Water Water erosion |
| title | Gully stabilization and loess-platform protection against headward erosion |
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