Zobrazeno 1 - 10
of 80
pro vyhledávání: '"Tamotsu MATSUI"'
Autor:
Atsuhiko KINOSHITA, Suguru SHIBATA, Takao YAMAKOSHI, Hiroaki NAKAYA, Yoshito OGAWAUCHI, Tatsuya SHIBASAKI, Takayuki MAYUMI, Yoichi HASEGAWA, Muneki MITAMURA, Tamotsu MATSUI
Publikováno v:
Journal of the Japan Landslide Society. 59:16-27
Autor:
Takao Yamakoshi, Minoru Okumura, Suguru Shibata, Hiroaki Nakaya, Tamotsu Matsui, Tomohisa Kato, Atsuhiko Kinoshita, Muneki Mitamura, Katsushi Kawato
Publikováno v:
Journal of the Japan Landslide Society. 58:40-47
Autor:
Tamotsu Matsui, Sadayuki Kamide, Nobukazu Makiura, Minoru Okumura, Kazuhiro Oda, Keiji Sakuradani
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F4 (Construction and Management). 77:83-95
Publikováno v:
Slope Stability Engineering ISBN: 9780203739600
A strain-based finite element method is applied to analyze the stability of geotextile reinforced soil slopes that brought to failure under induced gravity using a geotechnical centrifuge. In the numerical method, which is based on the shear strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd8a4c98c2ae6cef5eb366818368fd6d
https://doi.org/10.1201/9780203739600-66
https://doi.org/10.1201/9780203739600-66
Publikováno v:
Deep Foundations on Bored and Auger Piles ISBN: 9781003078517
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6e30c6af89951ccccbba11f9b12754f
https://doi.org/10.1201/9781003078517-30
https://doi.org/10.1201/9781003078517-30
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 138:451-460
The common design approach of compaction grouting for ground improvement works is oversimplified and does not account for the effects of soil properties and grouting variables. The obtained improvements therefore appear inconsistent with the predicte
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. D2 (Historical Studies in Civil Engineering). 68:22-37
Publikováno v:
Jiban Kogaku Janaru (Japanese Geotechnical Journal). 6:57-68
高速道路のり面に対する予防保全管理を行うためには,のり面の地盤状況を精度よく把握し,被害範囲を予測することが重要である。現行の事後保全管理においては,地表部からのボー
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. D3 (Infrastructure Planning and Management). 67:182-194
本研究の事例に取り上げた矢作川流域のほとんどが花崗岩地帯であり,沖積平野の広範囲に砂が堆積している.近年,住宅や工場・道路などへの利用が多い旧河道や後背湿地では,地震
Publikováno v:
Kyushu Plant Protection Research. 53:39-44