EFFECT OF FLEXURAL RIGIDITY OF PILES ON HORIZONTAL RESISTANCE OF REINFOCED GRAVITY TYPE BREAKEWATER WITH STEEL PIPE PILES
In The 2011 off the Pacific coast of Tohoku Earthquake, coastal area breakwaters of the Pacific Ocean were suffered extensive damage by tsunami attacks. A method for reinforcing an existing caisson type breakwater against tsunami attacks with a steel pipe piles behind the breakwater and filling rubb...
Gespeichert in:
| Veröffentlicht in: | Doboku Gakkai Ronbunshu. B3, Kaiyo Kaihatsu Ser. B3 (Ocean Engineering), 2016, Vol.72(2), pp.I_241-I_246 |
|---|---|
| Hauptverfasser: | , , , , , , |
| Format: | Artikel |
| Sprache: | jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | I_246 |
|---|---|
| container_issue | 2 |
| container_start_page | I_241 |
| container_title | Doboku Gakkai Ronbunshu. B3, Kaiyo Kaihatsu |
| container_volume | 72 |
| creator | SUGURO, Motohiro KIKUCHI, Yoshiaki HYODO, Taichi YAMAZAKI, Yutaro TAMAKI, Sayako MORIYASU, Shunsuke OIKAWA, Shin |
| description | In The 2011 off the Pacific coast of Tohoku Earthquake, coastal area breakwaters of the Pacific Ocean were suffered extensive damage by tsunami attacks. A method for reinforcing an existing caisson type breakwater against tsunami attacks with a steel pipe piles behind the breakwater and filling rubbles between breakwater and piles were proposed. Horizontal loading experiments on model breakwaters were conducted on dry sand condition to develop a design verification method on steel piles used in this reinforcing method. Flexural rigidity of a pile and number of piles used in an experiment were changed. Resistance increment of the caisson was mostly affected by total flexural rigidity of piles in a unit length along breakwater length. The paper also discussed force acting on piles from the caisson side. Clarifying the distribution and intensity of the force acting on the pile can make an effective design verification method of piles to be used in this reinforcement. |
| doi_str_mv | 10.2208/jscejoe.72.I_241 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_jstag</sourceid><recordid>TN_cdi_proquest_journals_2232142708</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2232142708</sourcerecordid><originalsourceid>FETCH-LOGICAL-j1301-393fd47308788ae646c1493d2457b760ac49b2665936c026681e0dc8d56c3e3d3</originalsourceid><addsrcrecordid>eNo9kM1vgkAQxTdNmtRY7z1u0rN2v1iWI8VFNyVgYK21lw3C2kqsWtCD_31BTS8zk3m_eZM8AJ4wGhGCxEvVFLba25FLRsoQhu9Aj2DhDBkX4gEMmmazQkhg6nmO1wNnGYYy0DAJYRjJj3nqRzBVEzVWetktZyqSGUxiOE1S9ZnEutNlpjLtx4HsiFSqOEwCOYaT1H_vzvRyJuFrKv03ufC1TOFC6SnMtJRR69dqF9NHcL_Ot40d3HofzEOpg-kwSiYq8KNhhSnCQ-rRdclcioQrRG454wVmHi0Jc9yVy1FeMG9FOHc8ygvUDgJbVBaidHhBLS1pHzxffQ_1_vdkm6Op9qd61740hFCCGXGRaKngSlXNMf-y5lBvfvL6bPL6uCm21txSNS4xpCuXaP_V4juvjd3RP8jGbDk</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2232142708</pqid></control><display><type>article</type><title>EFFECT OF FLEXURAL RIGIDITY OF PILES ON HORIZONTAL RESISTANCE OF REINFOCED GRAVITY TYPE BREAKEWATER WITH STEEL PIPE PILES</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>SUGURO, Motohiro ; KIKUCHI, Yoshiaki ; HYODO, Taichi ; YAMAZAKI, Yutaro ; TAMAKI, Sayako ; MORIYASU, Shunsuke ; OIKAWA, Shin</creator><creatorcontrib>SUGURO, Motohiro ; KIKUCHI, Yoshiaki ; HYODO, Taichi ; YAMAZAKI, Yutaro ; TAMAKI, Sayako ; MORIYASU, Shunsuke ; OIKAWA, Shin</creatorcontrib><description>In The 2011 off the Pacific coast of Tohoku Earthquake, coastal area breakwaters of the Pacific Ocean were suffered extensive damage by tsunami attacks. A method for reinforcing an existing caisson type breakwater against tsunami attacks with a steel pipe piles behind the breakwater and filling rubbles between breakwater and piles were proposed. Horizontal loading experiments on model breakwaters were conducted on dry sand condition to develop a design verification method on steel piles used in this reinforcing method. Flexural rigidity of a pile and number of piles used in an experiment were changed. Resistance increment of the caisson was mostly affected by total flexural rigidity of piles in a unit length along breakwater length. The paper also discussed force acting on piles from the caisson side. Clarifying the distribution and intensity of the force acting on the pile can make an effective design verification method of piles to be used in this reinforcement.</description><identifier>EISSN: 2185-4688</identifier><identifier>DOI: 10.2208/jscejoe.72.I_241</identifier><language>jpn</language><publisher>Tokyo: Japan Society of Civil Engineers</publisher><subject>breakwater ; Breakwaters ; Coastal zone ; Earthquake damage ; Earthquakes ; Gravity ; Horizontal loads ; Piles ; Pipe piles ; reinforcement ; resistant behavior of ground ; Rigidity ; Seismic activity ; Steel ; steel pile ; Steel piles ; Steel pipes ; tsunami ; Tsunamis</subject><ispartof>Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), 2016, Vol.72(2), pp.I_241-I_246</ispartof><rights>2016 Japan Society of Civil Engineers</rights><rights>Copyright Japan Science and Technology Agency 2016</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,778,782,27907,27908</link.rule.ids></links><search><creatorcontrib>SUGURO, Motohiro</creatorcontrib><creatorcontrib>KIKUCHI, Yoshiaki</creatorcontrib><creatorcontrib>HYODO, Taichi</creatorcontrib><creatorcontrib>YAMAZAKI, Yutaro</creatorcontrib><creatorcontrib>TAMAKI, Sayako</creatorcontrib><creatorcontrib>MORIYASU, Shunsuke</creatorcontrib><creatorcontrib>OIKAWA, Shin</creatorcontrib><title>EFFECT OF FLEXURAL RIGIDITY OF PILES ON HORIZONTAL RESISTANCE OF REINFOCED GRAVITY TYPE BREAKEWATER WITH STEEL PIPE PILES</title><title>Doboku Gakkai Ronbunshu. B3, Kaiyo Kaihatsu</title><addtitle>J. JSCE, Ser. B3</addtitle><description>In The 2011 off the Pacific coast of Tohoku Earthquake, coastal area breakwaters of the Pacific Ocean were suffered extensive damage by tsunami attacks. A method for reinforcing an existing caisson type breakwater against tsunami attacks with a steel pipe piles behind the breakwater and filling rubbles between breakwater and piles were proposed. Horizontal loading experiments on model breakwaters were conducted on dry sand condition to develop a design verification method on steel piles used in this reinforcing method. Flexural rigidity of a pile and number of piles used in an experiment were changed. Resistance increment of the caisson was mostly affected by total flexural rigidity of piles in a unit length along breakwater length. The paper also discussed force acting on piles from the caisson side. Clarifying the distribution and intensity of the force acting on the pile can make an effective design verification method of piles to be used in this reinforcement.</description><subject>breakwater</subject><subject>Breakwaters</subject><subject>Coastal zone</subject><subject>Earthquake damage</subject><subject>Earthquakes</subject><subject>Gravity</subject><subject>Horizontal loads</subject><subject>Piles</subject><subject>Pipe piles</subject><subject>reinforcement</subject><subject>resistant behavior of ground</subject><subject>Rigidity</subject><subject>Seismic activity</subject><subject>Steel</subject><subject>steel pile</subject><subject>Steel piles</subject><subject>Steel pipes</subject><subject>tsunami</subject><subject>Tsunamis</subject><issn>2185-4688</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNo9kM1vgkAQxTdNmtRY7z1u0rN2v1iWI8VFNyVgYK21lw3C2kqsWtCD_31BTS8zk3m_eZM8AJ4wGhGCxEvVFLba25FLRsoQhu9Aj2DhDBkX4gEMmmazQkhg6nmO1wNnGYYy0DAJYRjJj3nqRzBVEzVWetktZyqSGUxiOE1S9ZnEutNlpjLtx4HsiFSqOEwCOYaT1H_vzvRyJuFrKv03ufC1TOFC6SnMtJRR69dqF9NHcL_Ot40d3HofzEOpg-kwSiYq8KNhhSnCQ-rRdclcioQrRG454wVmHi0Jc9yVy1FeMG9FOHc8ygvUDgJbVBaidHhBLS1pHzxffQ_1_vdkm6Op9qd61740hFCCGXGRaKngSlXNMf-y5lBvfvL6bPL6uCm21txSNS4xpCuXaP_V4juvjd3RP8jGbDk</recordid><startdate>20160701</startdate><enddate>20160701</enddate><creator>SUGURO, Motohiro</creator><creator>KIKUCHI, Yoshiaki</creator><creator>HYODO, Taichi</creator><creator>YAMAZAKI, Yutaro</creator><creator>TAMAKI, Sayako</creator><creator>MORIYASU, Shunsuke</creator><creator>OIKAWA, Shin</creator><general>Japan Society of Civil Engineers</general><general>Japan Science and Technology Agency</general><scope>7TN</scope><scope>8FD</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope></search><sort><creationdate>20160701</creationdate><title>EFFECT OF FLEXURAL RIGIDITY OF PILES ON HORIZONTAL RESISTANCE OF REINFOCED GRAVITY TYPE BREAKEWATER WITH STEEL PIPE PILES</title><author>SUGURO, Motohiro ; KIKUCHI, Yoshiaki ; HYODO, Taichi ; YAMAZAKI, Yutaro ; TAMAKI, Sayako ; MORIYASU, Shunsuke ; OIKAWA, Shin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j1301-393fd47308788ae646c1493d2457b760ac49b2665936c026681e0dc8d56c3e3d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2016</creationdate><topic>breakwater</topic><topic>Breakwaters</topic><topic>Coastal zone</topic><topic>Earthquake damage</topic><topic>Earthquakes</topic><topic>Gravity</topic><topic>Horizontal loads</topic><topic>Piles</topic><topic>Pipe piles</topic><topic>reinforcement</topic><topic>resistant behavior of ground</topic><topic>Rigidity</topic><topic>Seismic activity</topic><topic>Steel</topic><topic>steel pile</topic><topic>Steel piles</topic><topic>Steel pipes</topic><topic>tsunami</topic><topic>Tsunamis</topic><toplevel>online_resources</toplevel><creatorcontrib>SUGURO, Motohiro</creatorcontrib><creatorcontrib>KIKUCHI, Yoshiaki</creatorcontrib><creatorcontrib>HYODO, Taichi</creatorcontrib><creatorcontrib>YAMAZAKI, Yutaro</creatorcontrib><creatorcontrib>TAMAKI, Sayako</creatorcontrib><creatorcontrib>MORIYASU, Shunsuke</creatorcontrib><creatorcontrib>OIKAWA, Shin</creatorcontrib><collection>Oceanic Abstracts</collection><collection>Technology Research Database</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>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Doboku Gakkai Ronbunshu. B3, Kaiyo Kaihatsu</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>SUGURO, Motohiro</au><au>KIKUCHI, Yoshiaki</au><au>HYODO, Taichi</au><au>YAMAZAKI, Yutaro</au><au>TAMAKI, Sayako</au><au>MORIYASU, Shunsuke</au><au>OIKAWA, Shin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>EFFECT OF FLEXURAL RIGIDITY OF PILES ON HORIZONTAL RESISTANCE OF REINFOCED GRAVITY TYPE BREAKEWATER WITH STEEL PIPE PILES</atitle><jtitle>Doboku Gakkai Ronbunshu. B3, Kaiyo Kaihatsu</jtitle><addtitle>J. JSCE, Ser. B3</addtitle><date>2016-07-01</date><risdate>2016</risdate><volume>72</volume><issue>2</issue><spage>I_241</spage><epage>I_246</epage><pages>I_241-I_246</pages><eissn>2185-4688</eissn><abstract>In The 2011 off the Pacific coast of Tohoku Earthquake, coastal area breakwaters of the Pacific Ocean were suffered extensive damage by tsunami attacks. A method for reinforcing an existing caisson type breakwater against tsunami attacks with a steel pipe piles behind the breakwater and filling rubbles between breakwater and piles were proposed. Horizontal loading experiments on model breakwaters were conducted on dry sand condition to develop a design verification method on steel piles used in this reinforcing method. Flexural rigidity of a pile and number of piles used in an experiment were changed. Resistance increment of the caisson was mostly affected by total flexural rigidity of piles in a unit length along breakwater length. The paper also discussed force acting on piles from the caisson side. Clarifying the distribution and intensity of the force acting on the pile can make an effective design verification method of piles to be used in this reinforcement.</abstract><cop>Tokyo</cop><pub>Japan Society of Civil Engineers</pub><doi>10.2208/jscejoe.72.I_241</doi><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | EISSN: 2185-4688 |
| ispartof | Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), 2016, Vol.72(2), pp.I_241-I_246 |
| issn | 2185-4688 |
| language | jpn |
| recordid | cdi_proquest_journals_2232142708 |
| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | breakwater Breakwaters Coastal zone Earthquake damage Earthquakes Gravity Horizontal loads Piles Pipe piles reinforcement resistant behavior of ground Rigidity Seismic activity Steel steel pile Steel piles Steel pipes tsunami Tsunamis |
| title | EFFECT OF FLEXURAL RIGIDITY OF PILES ON HORIZONTAL RESISTANCE OF REINFOCED GRAVITY TYPE BREAKEWATER WITH STEEL PIPE PILES |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-16T22%3A32%3A36IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_jstag&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=EFFECT%20OF%20FLEXURAL%20RIGIDITY%20OF%20PILES%20ON%20HORIZONTAL%20RESISTANCE%20OF%20REINFOCED%20GRAVITY%20TYPE%20BREAKEWATER%20WITH%20STEEL%20PIPE%20PILES&rft.jtitle=Doboku%20Gakkai%20Ronbunshu.%20B3,%20Kaiyo%20Kaihatsu&rft.au=SUGURO,%20Motohiro&rft.date=2016-07-01&rft.volume=72&rft.issue=2&rft.spage=I_241&rft.epage=I_246&rft.pages=I_241-I_246&rft.eissn=2185-4688&rft_id=info:doi/10.2208/jscejoe.72.I_241&rft_dat=%3Cproquest_jstag%3E2232142708%3C/proquest_jstag%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2232142708&rft_id=info:pmid/&rfr_iscdi=true |