5 0 0 0 OA 田宮如雲と貯水池及び水路(<特集>近代の土木史跡と地盤工学)
4 0 0 0 支圧抵抗と摩擦抵抗を組み合わせた補強土壁工法(技術手帳)
- 著者
- 長沼 明彦 桐山 和也 西尾 信行 武藤 裕久
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.63, no.9, pp.44-45, 2015-09-01
3 0 0 0 東京スカイツリー^[○!R]の基礎杭について
- 著者
- 石田 和希
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.58, no.3, pp.54-55, 2010-03-01
- 参考文献数
- 2
3 0 0 0 東京スカイツリーの耐震・耐風設計(技術紹介)
- 著者
- 小西 厚夫 渡辺 一成 中西 規夫 江坂 佳賢
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.59, no.6, pp.50-51, 2011-06-01
2 0 0 0 格子状地盤改良杭工法(ヘッドロックパイル工法)(技術紹介)
- 著者
- 伊勢本 昇昭 田口 智也 金子 治 新井 寿昭
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.62, no.1, pp.34-35, 2014-01-01
2 0 0 0 若手座談会(ワールドカフェ)開催報告(学会の動き)
- 著者
- 隅倉 光博 渡邊 保貴
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.64, no.2, pp.34-35, 2016-02-01
- 著者
- 笠 博義 山本 浩之
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.59, no.9, pp.14-17, 2011-09-01
The masonry walls of Japanese castles are precious cultural properties, and many people come to sightseeing on the castles. For this reason, in the conservation of their careful consideration is required both preservation of their cultural properties and stability of foundation structure of them is required. From recent studies, it was gradually discovered that Japanese traditional masonry walls are stable for both static and dynamic conditions. For preservation and restoration of them, the appropriate evaluations and measures based on examination of the geotechnical engineering are needed.
1 0 0 0 OA 6.東海道新幹線における土構造物の耐震性診断と対策(土構造物の耐震性診断と対策)
1 0 0 0 酸化マグネシウム系固化材による土系舗装(技術紹介)
- 著者
- 小松崎 孝志 松田 豊
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.58, no.4, pp.34-35, 2010-04-01
1 0 0 0 OA 1. 講座を始めるにあたって(不飽和土・不飽和地盤)
1 0 0 0 OA 平成21年仙台市泉区高森地区道路等陥没事故報告(<特集>地盤調査技術の現状と課題)
1 0 0 0 OA 地盤形成史のわかる地質断面図をつくろう(<特集>最新の地質学-地盤工学との関わり-)
A geologic profile expresses the geological feature situation in its location clearly and makes the problem on the geological feature clear. It has to be made by considering the topography condition of the place that the stratum was accumulated, sedimentary environment and the sedimentary age. A study of an Alluvium deposit substantially develops from three sides: a decision in a sedimentary age, presumption of sedimentary environment and introduction of a sedimentary facies analysis in recent years. A geologic profile has to be made so that formative process of the ground may be indicated based on recent research achievements about an Alluvium deposit.
1 0 0 0 OA 2.弾塑性論の解説とカムクレイモデルの適用性(地盤材料の構成モデル最前線)
1 0 0 0 OA 道路供用後の傾斜地盤上盛土の崩壊事例とその対策(<特集>失敗・トラブルから学ぶ)
In this paper, four case studies are reported in which the embankments of highway made on sloping ground have failed after completion of the road construction works. Relationship between the rainfall and the groundwater was presumed to be the main cause of such failures. Furthermore, some important points aimed at the maintenance, such as the inspection and the reinforcement of slopes, are discussed in this paper.
1 0 0 0 OA 上信越自動車道香坂地区の地すべり対策
1 0 0 0 土壌雨量指数と土砂災害警戒情報(技術手帳)
- 著者
- 丸山 修
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.58, no.6, pp.24-25, 2010-06-01
- 著者
- 水野 敏実 松岡 俊文 山本 勝也
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.57, no.5, pp.12-15, 2009-05-01
Recently SAR images have been widely adopted for the monitoring of ground surface deformation. InSAR (interferometry SAR) becomes a powerful tool to clarify geological structures and tectonic motions cause of large earthquakes. The InSAR analysis which is centimeters order precision and used two images is convenient to make a quick report for the surface deformation after large earthquakes. On the other hand, PSInSAR technique which uses 20 SAR images or more over realizes millimetric precision in a wide area with a high-density. Especially, it enables to detect the historical deformation of the surface according to used images term. This paper discusses the geological structure and the mechanism of surface deformation for the Noto Hanto Earthquake in 2007 and Mid Niigata prefecture Earthquake in 2004.
- 著者
- 横山 信吾 伊藤 健一 八田 珠郎 山田 裕久
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.61, no.11, pp.26-29, 2013-12-01
- 著者
- 江村 剛 狭間 智一
- 出版者
- 公益社団法人地盤工学会
- 雑誌
- 地盤工学会誌 (ISSN:18827276)
- 巻号頁・発行日
- vol.61, no.6, pp.28-31, 2013-06-01
- 被引用文献数
- 1
Kansai international airport was constructed on reclaimed island 5 km offshore. Water depth around the island is deep and its reclamation layers are very thick. Therefore consolidation settlement had expected not only alluvial clay layers but also diluvial clay layers. Prediction of settlement is necessary to construction and maintenance of Kansai international airport. Important points to solve the problem are as shown below: (1) Construction of geological database, (2) Management of reclamation load step, and (3) Monitoring and analysis of settlement data. This report describes our concept that adopted development and application of geological data base system to these points.