Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests
Sea-side ground improvement is one of the techniques used for increasing seismic stability of sheet pile quay wall. A series of centrifuge shaking table test is conducted to investigate the seismic behavior of sheet pile quay wall stabilized with sea-side cement deep mixing (CDM). At 50 g centrifuga...
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| Veröffentlicht in: | SOILS AND FOUNDATIONS 2009, Vol.49(2), pp.193-206 |
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| creator | Ruhul Amin Khan, M. Hayano, Kimitoshi Kitazume, Masaki |
| description | Sea-side ground improvement is one of the techniques used for increasing seismic stability of sheet pile quay wall. A series of centrifuge shaking table test is conducted to investigate the seismic behavior of sheet pile quay wall stabilized with sea-side cement deep mixing (CDM). At 50 g centrifugal acceleration, the clay ground is consolidated and four to five stages of shaking are applied to the quay wall. The recorded input-output accelerations, deflection of the quay wall, earth pressures along depth and pore pressures were used to evaluate the behavior of the stabilized sheet pile quay wall. The results indicated that an improved area provides significant resistance against seismic loading. The ground improvement can reduce 30% to 60% bending moment during the seismic loading. The horizontal deflection of the quay wall decreases rapidly with increase in area of the CDM until it reaches a certain limit. Prediction by the numerical model agrees fairly well with the results of centrifuge model tests. |
| doi_str_mv | 10.3208/sandf.49.193 |
| format | Article |
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A series of centrifuge shaking table test is conducted to investigate the seismic behavior of sheet pile quay wall stabilized with sea-side cement deep mixing (CDM). At 50 g centrifugal acceleration, the clay ground is consolidated and four to five stages of shaking are applied to the quay wall. The recorded input-output accelerations, deflection of the quay wall, earth pressures along depth and pore pressures were used to evaluate the behavior of the stabilized sheet pile quay wall. The results indicated that an improved area provides significant resistance against seismic loading. The ground improvement can reduce 30% to 60% bending moment during the seismic loading. The horizontal deflection of the quay wall decreases rapidly with increase in area of the CDM until it reaches a certain limit. Prediction by the numerical model agrees fairly well with the results of centrifuge model tests.</description><identifier>ISSN: 0038-0806</identifier><identifier>EISSN: 1881-1418</identifier><identifier>DOI: 10.3208/sandf.49.193</identifier><identifier>CODEN: SOIFBE</identifier><language>eng</language><publisher>Tokyo: Elsevier B.V</publisher><subject>Applied sciences ; Buildings. Public works ; cement deep mixing ; centrifuge model test ; clay ground ; dynamic loading ; Earthwork. Foundations. Retaining walls ; Exact sciences and technology ; Geotechnics ; Hydraulic constructions ; IGC: K6 ; Port facilities and coastal structures. Lighthouses and beacons ; shaking table ; sheet pile quay walls ; Structure-soil interaction</subject><ispartof>SOILS AND FOUNDATIONS, 2009, Vol.49(2), pp.193-206</ispartof><rights>2009 The Japanese Geotechnical Society</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c606t-9285dda6eedeb2f661e56fa8518b80e648ee30fc0b1276962ce0b42c295e32793</citedby><cites>FETCH-LOGICAL-c606t-9285dda6eedeb2f661e56fa8518b80e648ee30fc0b1276962ce0b42c295e32793</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,4010,27900,27901,27902</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=21549436$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ruhul Amin Khan, M.</creatorcontrib><creatorcontrib>Hayano, Kimitoshi</creatorcontrib><creatorcontrib>Kitazume, Masaki</creatorcontrib><title>Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests</title><title>SOILS AND FOUNDATIONS</title><addtitle>SOILS AND FOUNDATIONS</addtitle><description>Sea-side ground improvement is one of the techniques used for increasing seismic stability of sheet pile quay wall. A series of centrifuge shaking table test is conducted to investigate the seismic behavior of sheet pile quay wall stabilized with sea-side cement deep mixing (CDM). At 50 g centrifugal acceleration, the clay ground is consolidated and four to five stages of shaking are applied to the quay wall. The recorded input-output accelerations, deflection of the quay wall, earth pressures along depth and pore pressures were used to evaluate the behavior of the stabilized sheet pile quay wall. The results indicated that an improved area provides significant resistance against seismic loading. The ground improvement can reduce 30% to 60% bending moment during the seismic loading. The horizontal deflection of the quay wall decreases rapidly with increase in area of the CDM until it reaches a certain limit. Prediction by the numerical model agrees fairly well with the results of centrifuge model tests.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>cement deep mixing</subject><subject>centrifuge model test</subject><subject>clay ground</subject><subject>dynamic loading</subject><subject>Earthwork. Foundations. Retaining walls</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Hydraulic constructions</subject><subject>IGC: K6</subject><subject>Port facilities and coastal structures. Lighthouses and beacons</subject><subject>shaking table</subject><subject>sheet pile quay walls</subject><subject>Structure-soil interaction</subject><issn>0038-0806</issn><issn>1881-1418</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNptkMFu1DAURS1EJYbSHR_gDazIYDuJ6yzLFEqlSrSaIpbWi_3cceU4xU5GGr4eQ6phw-ZZTz4-vrqEvOVsXQumPmaI1q2bbs27-gVZcaV4xRuuXpIVY7WqmGLyFXmd8yNjUjDOV8R9wh3s_Zjo6Oh2hzjRWx-Q3s1woD8gBLqdoPfB_0JL-wPdIlRbb5FepXGOll4PT2nc44Bxoj7Sy0OEwRu6KXvybn5Aeo95ym_IiYOQ8ez5PCXfv3y-33ytbr5dXW8ubiojmZyqTqjWWpCIFnvhpOTYSgeq5apXDGWjEGvmDOu5OJedFAZZ3wgjuhZrcd7Vp-T94i2pfs7lZz34bDAEiDjOWddN2zIhWAE_LKBJY84JnX5KfoB00JzpP2Xqv2XqptOlzIK_e_ZCNhBcgmh8Pr4RvG26ppaFu1i4xzzBAx4BSJM3Af9JxTKK-3hndpA0xuKQiwNLUXuPSWfjMRq0PqGZtB39_0P-Bp56oB0</recordid><startdate>2009</startdate><enddate>2009</enddate><creator>Ruhul Amin Khan, M.</creator><creator>Hayano, Kimitoshi</creator><creator>Kitazume, Masaki</creator><general>Elsevier B.V</general><general>The Japanese Geotechnical Society</general><general>Japanese Geotechnical Society</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>2009</creationdate><title>Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests</title><author>Ruhul Amin Khan, M. ; Hayano, Kimitoshi ; Kitazume, Masaki</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c606t-9285dda6eedeb2f661e56fa8518b80e648ee30fc0b1276962ce0b42c295e32793</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>cement deep mixing</topic><topic>centrifuge model test</topic><topic>clay ground</topic><topic>dynamic loading</topic><topic>Earthwork. Foundations. Retaining walls</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Hydraulic constructions</topic><topic>IGC: K6</topic><topic>Port facilities and coastal structures. Lighthouses and beacons</topic><topic>shaking table</topic><topic>sheet pile quay walls</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ruhul Amin Khan, M.</creatorcontrib><creatorcontrib>Hayano, Kimitoshi</creatorcontrib><creatorcontrib>Kitazume, Masaki</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>SOILS AND FOUNDATIONS</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ruhul Amin Khan, M.</au><au>Hayano, Kimitoshi</au><au>Kitazume, Masaki</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests</atitle><jtitle>SOILS AND FOUNDATIONS</jtitle><addtitle>SOILS AND FOUNDATIONS</addtitle><date>2009</date><risdate>2009</risdate><volume>49</volume><issue>2</issue><spage>193</spage><epage>206</epage><pages>193-206</pages><issn>0038-0806</issn><eissn>1881-1418</eissn><coden>SOIFBE</coden><abstract>Sea-side ground improvement is one of the techniques used for increasing seismic stability of sheet pile quay wall. A series of centrifuge shaking table test is conducted to investigate the seismic behavior of sheet pile quay wall stabilized with sea-side cement deep mixing (CDM). At 50 g centrifugal acceleration, the clay ground is consolidated and four to five stages of shaking are applied to the quay wall. The recorded input-output accelerations, deflection of the quay wall, earth pressures along depth and pore pressures were used to evaluate the behavior of the stabilized sheet pile quay wall. The results indicated that an improved area provides significant resistance against seismic loading. The ground improvement can reduce 30% to 60% bending moment during the seismic loading. The horizontal deflection of the quay wall decreases rapidly with increase in area of the CDM until it reaches a certain limit. 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| source | Open Access Titles of Japan; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | Applied sciences Buildings. Public works cement deep mixing centrifuge model test clay ground dynamic loading Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics Hydraulic constructions IGC: K6 Port facilities and coastal structures. Lighthouses and beacons shaking table sheet pile quay walls Structure-soil interaction |
| title | Behavior of Sheet Pile Quay Wall Stabilized by Sea-Side Ground Improvement in Dynamic Centrifuge Tests |
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