Failure mechanism and stability analysis of bank slope deformation under the synergistic effect of heavy rainfall and blasting vibration
Underwater blasting technique is often adopted to clear away the obstructed reef and dredge-cut in the mountainous waterway dredging engineering. However, the vibration of the underwater blasting and excavation of the riverbed has a certain influence on the stability of bank slopes. Combined with th...
Gespeichert in:
| Veröffentlicht in: | Geotechnical and geological engineering 2021-12, Vol.39 (8), p.5811-5824 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 5824 |
|---|---|
| container_issue | 8 |
| container_start_page | 5811 |
| container_title | Geotechnical and geological engineering |
| container_volume | 39 |
| creator | Ma, Chenyang Wu, Li Sun, Miao Lei, Dexin |
| description | Underwater blasting technique is often adopted to clear away the obstructed reef and dredge-cut in the mountainous waterway dredging engineering. However, the vibration of the underwater blasting and excavation of the riverbed has a certain influence on the stability of bank slopes. Combined with the partial bank collapse phenomenon in the waterway regulation project between two dams in the Three Gorges reservoir area, the change of pore water pressure of unsaturated soil under heavy rainfall and the increase of permanent displacement of soil under blasting vibration in the reservoir area are discussed. This paper explains the weakening effect of rainfall infiltration and blasting vibration on the stability of the bank slope. By studying the law of slope failure deformation under the separate action and coupling action, it is found that rainfall infiltration promotes the increase of slope permanent displacement and the blasting vibration enlarges the infiltration area of the soil, which demonstrated the accelerated failure mechanism of the rainfall-blasting slope. |
| doi_str_mv | 10.1007/s10706-021-01868-y |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2603343858</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2603343858</sourcerecordid><originalsourceid>FETCH-LOGICAL-a435t-cbb4983de48556e32811fb0b5b0c080eb14f7987de2d147761d074d84c1701873</originalsourceid><addsrcrecordid>eNp9kMFKxDAQhoMouK6-gKeA5-qkaZv0KIurwoIXPYekne5mbdM1aRf6Bj622V3Bm6dhmO__YT5CbhncMwDxEBgIKBJIWQJMFjKZzsiM5YInLE_LczKDsoCEM5lekqsQtgCQFsBm5HupbTt6pB1WG-1s6Kh2NQ2DNra1wxQ33U7BBto31Gj3SUPb75DW2PS-04PtHR1djZ4OG6RhcujXNgy2otg0WA2H2Ab1fqJeW9fotj32m1ZHyK3p3hp_bLkmF_Ea8OZ3zsnH8ul98ZKs3p5fF4-rRGc8H5LKmKyUvMZM5nmBPJWMNQZMbqACCWhY1ohSihrTmmVCFKwGkdUyq5iIZgSfk7tT7873XyOGQW370ccng4pGOM-4zGWk0hNV-T4Ej43aedtpPykG6mBcnYyraFwdjasphvgpFCLs1uj_qv9J_QDZuYaN</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2603343858</pqid></control><display><type>article</type><title>Failure mechanism and stability analysis of bank slope deformation under the synergistic effect of heavy rainfall and blasting vibration</title><source>SpringerLink Journals - AutoHoldings</source><creator>Ma, Chenyang ; Wu, Li ; Sun, Miao ; Lei, Dexin</creator><creatorcontrib>Ma, Chenyang ; Wu, Li ; Sun, Miao ; Lei, Dexin</creatorcontrib><description>Underwater blasting technique is often adopted to clear away the obstructed reef and dredge-cut in the mountainous waterway dredging engineering. However, the vibration of the underwater blasting and excavation of the riverbed has a certain influence on the stability of bank slopes. Combined with the partial bank collapse phenomenon in the waterway regulation project between two dams in the Three Gorges reservoir area, the change of pore water pressure of unsaturated soil under heavy rainfall and the increase of permanent displacement of soil under blasting vibration in the reservoir area are discussed. This paper explains the weakening effect of rainfall infiltration and blasting vibration on the stability of the bank slope. By studying the law of slope failure deformation under the separate action and coupling action, it is found that rainfall infiltration promotes the increase of slope permanent displacement and the blasting vibration enlarges the infiltration area of the soil, which demonstrated the accelerated failure mechanism of the rainfall-blasting slope.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-021-01868-y</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Blasting ; Bottom trawling ; Canyons ; Civil Engineering ; Dams ; Deformation ; Deformation effects ; Displacement ; Dredging ; Earth and Environmental Science ; Earth Sciences ; Excavation ; Failure analysis ; Failure mechanisms ; Geology ; Geotechnical Engineering & Applied Earth Sciences ; Hydrogeology ; Hydrostatic pressure ; Infiltration ; Landslides & mudslides ; Original Paper ; Pore pressure ; Pore water ; Pore water pressure ; Precipitation ; Rain ; Rainfall ; Rainfall infiltration ; Reservoirs ; River beds ; Riverbeds ; Seismic engineering ; Slope stability ; Soil ; Soil erosion ; Soil water ; Stability analysis ; Synergistic effect ; Terrestrial Pollution ; Underwater ; Unsaturated soils ; Vibration ; Waste Management/Waste Technology ; Water pressure ; Waterways</subject><ispartof>Geotechnical and geological engineering, 2021-12, Vol.39 (8), p.5811-5824</ispartof><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021</rights><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2021.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a435t-cbb4983de48556e32811fb0b5b0c080eb14f7987de2d147761d074d84c1701873</citedby><cites>FETCH-LOGICAL-a435t-cbb4983de48556e32811fb0b5b0c080eb14f7987de2d147761d074d84c1701873</cites><orcidid>0000-0001-9651-3772</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10706-021-01868-y$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10706-021-01868-y$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,41487,42556,51318</link.rule.ids></links><search><creatorcontrib>Ma, Chenyang</creatorcontrib><creatorcontrib>Wu, Li</creatorcontrib><creatorcontrib>Sun, Miao</creatorcontrib><creatorcontrib>Lei, Dexin</creatorcontrib><title>Failure mechanism and stability analysis of bank slope deformation under the synergistic effect of heavy rainfall and blasting vibration</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>Underwater blasting technique is often adopted to clear away the obstructed reef and dredge-cut in the mountainous waterway dredging engineering. However, the vibration of the underwater blasting and excavation of the riverbed has a certain influence on the stability of bank slopes. Combined with the partial bank collapse phenomenon in the waterway regulation project between two dams in the Three Gorges reservoir area, the change of pore water pressure of unsaturated soil under heavy rainfall and the increase of permanent displacement of soil under blasting vibration in the reservoir area are discussed. This paper explains the weakening effect of rainfall infiltration and blasting vibration on the stability of the bank slope. By studying the law of slope failure deformation under the separate action and coupling action, it is found that rainfall infiltration promotes the increase of slope permanent displacement and the blasting vibration enlarges the infiltration area of the soil, which demonstrated the accelerated failure mechanism of the rainfall-blasting slope.</description><subject>Blasting</subject><subject>Bottom trawling</subject><subject>Canyons</subject><subject>Civil Engineering</subject><subject>Dams</subject><subject>Deformation</subject><subject>Deformation effects</subject><subject>Displacement</subject><subject>Dredging</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Excavation</subject><subject>Failure analysis</subject><subject>Failure mechanisms</subject><subject>Geology</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydrogeology</subject><subject>Hydrostatic pressure</subject><subject>Infiltration</subject><subject>Landslides & mudslides</subject><subject>Original Paper</subject><subject>Pore pressure</subject><subject>Pore water</subject><subject>Pore water pressure</subject><subject>Precipitation</subject><subject>Rain</subject><subject>Rainfall</subject><subject>Rainfall infiltration</subject><subject>Reservoirs</subject><subject>River beds</subject><subject>Riverbeds</subject><subject>Seismic engineering</subject><subject>Slope stability</subject><subject>Soil</subject><subject>Soil erosion</subject><subject>Soil water</subject><subject>Stability analysis</subject><subject>Synergistic effect</subject><subject>Terrestrial Pollution</subject><subject>Underwater</subject><subject>Unsaturated soils</subject><subject>Vibration</subject><subject>Waste Management/Waste Technology</subject><subject>Water pressure</subject><subject>Waterways</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp9kMFKxDAQhoMouK6-gKeA5-qkaZv0KIurwoIXPYekne5mbdM1aRf6Bj622V3Bm6dhmO__YT5CbhncMwDxEBgIKBJIWQJMFjKZzsiM5YInLE_LczKDsoCEM5lekqsQtgCQFsBm5HupbTt6pB1WG-1s6Kh2NQ2DNra1wxQ33U7BBto31Gj3SUPb75DW2PS-04PtHR1djZ4OG6RhcujXNgy2otg0WA2H2Ab1fqJeW9fotj32m1ZHyK3p3hp_bLkmF_Ea8OZ3zsnH8ul98ZKs3p5fF4-rRGc8H5LKmKyUvMZM5nmBPJWMNQZMbqACCWhY1ohSihrTmmVCFKwGkdUyq5iIZgSfk7tT7873XyOGQW370ccng4pGOM-4zGWk0hNV-T4Ej43aedtpPykG6mBcnYyraFwdjasphvgpFCLs1uj_qv9J_QDZuYaN</recordid><startdate>20211201</startdate><enddate>20211201</enddate><creator>Ma, Chenyang</creator><creator>Wu, Li</creator><creator>Sun, Miao</creator><creator>Lei, Dexin</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0001-9651-3772</orcidid></search><sort><creationdate>20211201</creationdate><title>Failure mechanism and stability analysis of bank slope deformation under the synergistic effect of heavy rainfall and blasting vibration</title><author>Ma, Chenyang ; Wu, Li ; Sun, Miao ; Lei, Dexin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a435t-cbb4983de48556e32811fb0b5b0c080eb14f7987de2d147761d074d84c1701873</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Blasting</topic><topic>Bottom trawling</topic><topic>Canyons</topic><topic>Civil Engineering</topic><topic>Dams</topic><topic>Deformation</topic><topic>Deformation effects</topic><topic>Displacement</topic><topic>Dredging</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Excavation</topic><topic>Failure analysis</topic><topic>Failure mechanisms</topic><topic>Geology</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Hydrogeology</topic><topic>Hydrostatic pressure</topic><topic>Infiltration</topic><topic>Landslides & mudslides</topic><topic>Original Paper</topic><topic>Pore pressure</topic><topic>Pore water</topic><topic>Pore water pressure</topic><topic>Precipitation</topic><topic>Rain</topic><topic>Rainfall</topic><topic>Rainfall infiltration</topic><topic>Reservoirs</topic><topic>River beds</topic><topic>Riverbeds</topic><topic>Seismic engineering</topic><topic>Slope stability</topic><topic>Soil</topic><topic>Soil erosion</topic><topic>Soil water</topic><topic>Stability analysis</topic><topic>Synergistic effect</topic><topic>Terrestrial Pollution</topic><topic>Underwater</topic><topic>Unsaturated soils</topic><topic>Vibration</topic><topic>Waste Management/Waste Technology</topic><topic>Water pressure</topic><topic>Waterways</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ma, Chenyang</creatorcontrib><creatorcontrib>Wu, Li</creatorcontrib><creatorcontrib>Sun, Miao</creatorcontrib><creatorcontrib>Lei, Dexin</creatorcontrib><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</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>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering 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>Engineering Collection</collection><jtitle>Geotechnical and geological engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ma, Chenyang</au><au>Wu, Li</au><au>Sun, Miao</au><au>Lei, Dexin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Failure mechanism and stability analysis of bank slope deformation under the synergistic effect of heavy rainfall and blasting vibration</atitle><jtitle>Geotechnical and geological engineering</jtitle><stitle>Geotech Geol Eng</stitle><date>2021-12-01</date><risdate>2021</risdate><volume>39</volume><issue>8</issue><spage>5811</spage><epage>5824</epage><pages>5811-5824</pages><issn>0960-3182</issn><eissn>1573-1529</eissn><abstract>Underwater blasting technique is often adopted to clear away the obstructed reef and dredge-cut in the mountainous waterway dredging engineering. However, the vibration of the underwater blasting and excavation of the riverbed has a certain influence on the stability of bank slopes. Combined with the partial bank collapse phenomenon in the waterway regulation project between two dams in the Three Gorges reservoir area, the change of pore water pressure of unsaturated soil under heavy rainfall and the increase of permanent displacement of soil under blasting vibration in the reservoir area are discussed. This paper explains the weakening effect of rainfall infiltration and blasting vibration on the stability of the bank slope. By studying the law of slope failure deformation under the separate action and coupling action, it is found that rainfall infiltration promotes the increase of slope permanent displacement and the blasting vibration enlarges the infiltration area of the soil, which demonstrated the accelerated failure mechanism of the rainfall-blasting slope.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-021-01868-y</doi><tpages>14</tpages><orcidid>https://orcid.org/0000-0001-9651-3772</orcidid><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0960-3182 |
| ispartof | Geotechnical and geological engineering, 2021-12, Vol.39 (8), p.5811-5824 |
| issn | 0960-3182 1573-1529 |
| language | eng |
| recordid | cdi_proquest_journals_2603343858 |
| source | SpringerLink Journals - AutoHoldings |
| subjects | Blasting Bottom trawling Canyons Civil Engineering Dams Deformation Deformation effects Displacement Dredging Earth and Environmental Science Earth Sciences Excavation Failure analysis Failure mechanisms Geology Geotechnical Engineering & Applied Earth Sciences Hydrogeology Hydrostatic pressure Infiltration Landslides & mudslides Original Paper Pore pressure Pore water Pore water pressure Precipitation Rain Rainfall Rainfall infiltration Reservoirs River beds Riverbeds Seismic engineering Slope stability Soil Soil erosion Soil water Stability analysis Synergistic effect Terrestrial Pollution Underwater Unsaturated soils Vibration Waste Management/Waste Technology Water pressure Waterways |
| title | Failure mechanism and stability analysis of bank slope deformation under the synergistic effect of heavy rainfall and blasting vibration |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T01%3A45%3A50IST&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=Failure%20mechanism%20and%20stability%20analysis%20of%20bank%20slope%20deformation%20under%20the%20synergistic%20effect%20of%20heavy%20rainfall%20and%20blasting%20vibration&rft.jtitle=Geotechnical%20and%20geological%20engineering&rft.au=Ma,%20Chenyang&rft.date=2021-12-01&rft.volume=39&rft.issue=8&rft.spage=5811&rft.epage=5824&rft.pages=5811-5824&rft.issn=0960-3182&rft.eissn=1573-1529&rft_id=info:doi/10.1007/s10706-021-01868-y&rft_dat=%3Cproquest_cross%3E2603343858%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2603343858&rft_id=info:pmid/&rfr_iscdi=true |