Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Ichiro Seko"'
Publikováno v:
Natural Hazards. 114:127-156
Slope monitoring and early warning systems (EWS) are a promising approach toward mitigating landslide-induced disasters. Many large-scale sediment disasters result in the destruction of infrastructure and loss of human life. The mitigation of vulnera
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a28dbccd7c1c574faf1f36bd15ee2c66
https://doi.org/10.1007/s11069-022-05383-y
https://doi.org/10.1007/s11069-022-05383-y
Autor:
Kazuyoshi Hashimoto, Shunsaku Nishie, Ichiro Seko, Tomohiro Kanazawa, Yoshimichi Tsukamoto, Satoshi Nishihara, Taichi Hyodo, Shusuke Oji
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 169:134-142
Field tests are conducted on permeation grouting of ultra-microfine cement to examine whether zones of improved soil of a sufficient size can be created economically in sand deposits, which would be expected to contribute to improving ground conditio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::294b6f7a0fe3ffa30cd414e9ac9c7ba8
https://doi.org/10.1680/jgrim.15.00030
https://doi.org/10.1680/jgrim.15.00030
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:1021-1024
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf1aaa28bd157ae63f8d9143ac359553
https://doi.org/10.3208/jgssp.jpn-048
https://doi.org/10.3208/jgssp.jpn-048
Autor:
Sho Iwagami, Jou Fukuda, Naoki Sakai, Yosuke Ito, Taro Uchida, Yuichi Onda, Trinh Thi Lan Anh, Ikuo Towhata, Akira Matsuoka, Ichiro Seko, Lin Wang, Taro Uchimura, Minseok Kim, Carlos J. B. Bautista
Publikováno v:
Landslides. 7:351-357
A low-cost and simple monitoring method for early warning of landslides is proposed. To detect abnormal deformation of a slope, this method employs a tilt sensor in place of an extensometer on the slope surface. In order to examine the relevance of m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::259c7c16f9960716a319c12e0df83be1
https://doi.org/10.1007/s10346-009-0178-z
https://doi.org/10.1007/s10346-009-0178-z
Publikováno v:
Soils and Foundations. 35:147-162
This paper presents results of a study on the effects of high temperature (up to 90 °C) on undrained shear characteristics of clay in both normally consolidated (NC) and overconsolidated (OC) states. The study is based on isotropically consolidated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::602a86ddc99b19493004d8eac06ce4c8
https://doi.org/10.3208/sandf1972.35.147
https://doi.org/10.3208/sandf1972.35.147
Publikováno v:
Soils and Foundations. 33:170-183
Laboratory tests were conducted to investigate the volume change of clays induced by elevated temperature. A coventional consolidometer equipped with a heater and a thermostat was employed for a study on the interaction between clay particles and por
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::688fe07b4db1b14bd37f9d79db69cbac
https://doi.org/10.3208/sandf1972.33.4_170
https://doi.org/10.3208/sandf1972.33.4_170
Publikováno v:
Engineering Geology for Society & Territory - Volume 2; 2015, p631-635, 5p
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