MODEL TESTS ON PROPAGATION OF GROUND SURFACE VIBRATION AND EFFECTS OF RIGID VIBRATION-ISOLATING WALL
Vibration caused by trains traveling on viaduct propagates to the ground and this vibration sometimes give rise to vibration problems against people who live near the route. Especially, for speeding up of the Shinkansen, elucidation of this kind of wave propagation and countermeasures to damp the vi...
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| Veröffentlicht in: | Doboku Gakkai Ronbunshu. C, Chiken Kougaku = Journal of Japan Society of Civil Engineers, Ser. C, Geosphere Engineering Ser. C (Geosphere Engineering), 2018, Vol.74(3), pp.275-288 |
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| container_title | Doboku Gakkai Ronbunshu. C, Chiken Kougaku = Journal of Japan Society of Civil Engineers, Ser. C, Geosphere Engineering |
| container_volume | 74 |
| creator | KANEDA, Jun TOYOTA, Hirofumi TAKADA, Susumu IKEMOTO, Hirofumi |
| description | Vibration caused by trains traveling on viaduct propagates to the ground and this vibration sometimes give rise to vibration problems against people who live near the route. Especially, for speeding up of the Shinkansen, elucidation of this kind of wave propagation and countermeasures to damp the vibration become urgent matters. Vibration-isolating wall set in the ground is one of well-known countermeasures. Although studies through theory, experiments and analyses have been carried out, unified opinions for design have not been obtained yet. Therefore, model tests were conducted to confirm the effect of the vibration-isolating wall and to examine plane distribution of the vibration. The method of the model test and results obtained are reported in the paper. The effectiveness of the rigid vibration-isolating wall according to distance between the exciter and the edge of the wall was confirmed from the experiment. As a result, the effective length of the vibration-isolating wall to reduce the ground vibration are demonstrated. |
| doi_str_mv | 10.2208/jscejge.74.275 |
| format | Article |
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Especially, for speeding up of the Shinkansen, elucidation of this kind of wave propagation and countermeasures to damp the vibration become urgent matters. Vibration-isolating wall set in the ground is one of well-known countermeasures. Although studies through theory, experiments and analyses have been carried out, unified opinions for design have not been obtained yet. Therefore, model tests were conducted to confirm the effect of the vibration-isolating wall and to examine plane distribution of the vibration. The method of the model test and results obtained are reported in the paper. The effectiveness of the rigid vibration-isolating wall according to distance between the exciter and the edge of the wall was confirmed from the experiment. 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C</addtitle><description>Vibration caused by trains traveling on viaduct propagates to the ground and this vibration sometimes give rise to vibration problems against people who live near the route. Especially, for speeding up of the Shinkansen, elucidation of this kind of wave propagation and countermeasures to damp the vibration become urgent matters. Vibration-isolating wall set in the ground is one of well-known countermeasures. Although studies through theory, experiments and analyses have been carried out, unified opinions for design have not been obtained yet. Therefore, model tests were conducted to confirm the effect of the vibration-isolating wall and to examine plane distribution of the vibration. The method of the model test and results obtained are reported in the paper. The effectiveness of the rigid vibration-isolating wall according to distance between the exciter and the edge of the wall was confirmed from the experiment. As a result, the effective length of the vibration-isolating wall to reduce the ground vibration are demonstrated.</description><subject>Ground motion</subject><subject>ground vibration</subject><subject>model test</subject><subject>Model testing</subject><subject>sand</subject><subject>traffic vibration</subject><subject>Vibration control</subject><subject>Vibration damping</subject><issn>2185-6516</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNpFkM1Pg0AQxTcmJja1V8-beKayn7BHpIAk2G2A6nGz7C61pLYK7cH_Xpo2epl5md-bmeQB8ID8OcZ--NQNxnUbNw_oHAfsBkwwCpnHGeJ3YDYM28b3OeYIETQB9lUukgLWSVVXUC7hqpSrKIvqfNQyhVkp18sFrNZlGsUJfMufywuLxmmSpkl8XkthmWf54h97eSWLUS0z-B4VxT24bfVucLNrn4I6Ter4xStklsdR4XUhZ54NEEaUEGtEK3CAiOGNDhylzIYhN03jM6YFbbVprdDUUedEazXjzgraGESm4PFy9qs_fJ_ccFTd4dTvx48KY4IRQ4Ky0RVdXN1w1Bunvvrtp-5_lO6PW7Nz6pqeCqgi5zJG-MfMh-6V25NfS-tm1w</recordid><startdate>2018</startdate><enddate>2018</enddate><creator>KANEDA, Jun</creator><creator>TOYOTA, Hirofumi</creator><creator>TAKADA, Susumu</creator><creator>IKEMOTO, Hirofumi</creator><general>Japan Society of Civil Engineers</general><general>Japan Science and Technology Agency</general><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>2018</creationdate><title>MODEL TESTS ON PROPAGATION OF GROUND SURFACE VIBRATION AND EFFECTS OF RIGID VIBRATION-ISOLATING WALL</title><author>KANEDA, Jun ; TOYOTA, Hirofumi ; TAKADA, Susumu ; IKEMOTO, Hirofumi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j865-d7121433dc9f92713c6ba7e445d886cbb055a94facfd9a4e4ee9fda56ed94bc13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2018</creationdate><topic>Ground motion</topic><topic>ground vibration</topic><topic>model test</topic><topic>Model testing</topic><topic>sand</topic><topic>traffic vibration</topic><topic>Vibration control</topic><topic>Vibration damping</topic><toplevel>online_resources</toplevel><creatorcontrib>KANEDA, Jun</creatorcontrib><creatorcontrib>TOYOTA, Hirofumi</creatorcontrib><creatorcontrib>TAKADA, Susumu</creatorcontrib><creatorcontrib>IKEMOTO, Hirofumi</creatorcontrib><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Doboku Gakkai Ronbunshu. C, Chiken Kougaku = Journal of Japan Society of Civil Engineers, Ser. C, Geosphere Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>KANEDA, Jun</au><au>TOYOTA, Hirofumi</au><au>TAKADA, Susumu</au><au>IKEMOTO, Hirofumi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>MODEL TESTS ON PROPAGATION OF GROUND SURFACE VIBRATION AND EFFECTS OF RIGID VIBRATION-ISOLATING WALL</atitle><jtitle>Doboku Gakkai Ronbunshu. C, Chiken Kougaku = Journal of Japan Society of Civil Engineers, Ser. C, Geosphere Engineering</jtitle><addtitle>J. JSCE, Ser. 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| ispartof | Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering), 2018, Vol.74(3), pp.275-288 |
| issn | 2185-6516 |
| language | jpn |
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| source | Alma/SFX Local Collection |
| subjects | Ground motion ground vibration model test Model testing sand traffic vibration Vibration control Vibration damping |
| title | MODEL TESTS ON PROPAGATION OF GROUND SURFACE VIBRATION AND EFFECTS OF RIGID VIBRATION-ISOLATING WALL |
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