2013年
SEISMIC DAMAGE INVESTIGATION OF RESIDENTIAL FILL GROUND IN THE EASTERN PART OF KYOTO BASIN
ADVANCES IN CIVIL ENGINEERING II, PTS 1-4
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- 巻
- 256-259
- 号
- PART 1
- 開始ページ
- 2200
- 終了ページ
- +
- 記述言語
- 英語
- 掲載種別
- 研究論文(国際会議プロシーディングス)
- DOI
- 10.4028/www.scientific.net/AMM.256-259.2200
- 出版者・発行元
- TRANS TECH PUBLICATIONS LTD
Several earthquakes record that the residential fills always suffer severe damages. In order to know the seismic damage mechanism and evaluate the damage extent of residential fill ground, research is carried out on two fill grounds in the eastern part of Kyoto basin. The research includes field survey about terrain condition, geological condition, development history, disaster condition during 1995 Kobe earthquake and surface wave explorations. Some remarkable conclusions are summarized as follows: In Jyodo-ji area, it is a residential fill on soft alluvium ground. The geological condition is back swamp. The thickness of surface fill soil is about 1 similar to 4 meters. In Kiyomizu-dera area, it is a valley filled ground. The geological condition is hilly platform.
- リンク情報
- ID情報
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- DOI : 10.4028/www.scientific.net/AMM.256-259.2200
- ISSN : 1660-9336
- Web of Science ID : WOS:000317696001116