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pro vyhledávání: '"box shear test"'
Akademický článek
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Akademický článek
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Publikováno v:
鹿児島大学工学部研究報告. 58:7-13
The determination procedure of coefficient of friction μ for unsaturated sandy soil by a series of box shear tests is proposed in this paper. At first, it is assumed that slip surface is Spatially Mobilized Plane (SMP). And coefficient of friction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::09e06eeac5fe386e1c3413e77bf43553
http://hdl.handle.net/10232/00029675
http://hdl.handle.net/10232/00029675
The determination procedure of coefficient of friction μ for unsaturated sandy soil by a series of box shear tests is proposed in this paper. At first, it is assumed that slip surface is Spatially Mobilized Plane (SMP). And coefficient of friction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______964::4a3c9ddbe04a55ec58c192cc57bc7e66
https://hdl.handle.net/10232/00029675
https://hdl.handle.net/10232/00029675
The determination procedure of compression index for unsaturated sandy soil is proposed in this paper. At first, a series of box shear test datum with different normal stress are obtained. Secondly, this method is carried out by fitting some equation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::912faa6cc7739e3e61180a6643579cc5
https://ir.kagoshima-u.ac.jp/?action=repository_action_common_download&item_id=13739&item_no=1&attribute_id=16&file_no=1
https://ir.kagoshima-u.ac.jp/?action=repository_action_common_download&item_id=13739&item_no=1&attribute_id=16&file_no=1
Akademický článek
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Publikováno v:
SOILS AND FOUNDATIONS. 51(4):575-589
Torrential rainfall in mid-July 2009 triggered numerous geodisasters such as slope failure and debris flow in Chugoku and Northern Kyushu areas of Japan. A number of slope failures and debris flows occurred in Yamaguchi and Fukuoka prefectures result
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8fc346864285a7d95793d81645fec480
https://nagasaki-u.repo.nii.ac.jp/records/8251
https://nagasaki-u.repo.nii.ac.jp/records/8251
Publikováno v:
山口大学工学部研究報告. 56(2):83-92
This paper describes permeability and shear strength characteristics of a surface soil containing tree roots. In this study, Tsukushihagi and Twine were used as tree roots and its alternatives, respectively. Tensile strength of tree roots was measure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::8134f7f81fa52488921c61d90f4bfd4b
https://petit.lib.yamaguchi-u.ac.jp/1340
https://petit.lib.yamaguchi-u.ac.jp/1340
Publikováno v:
山口大学工学部研究報告. 55(1):9-17
This paper describes influences of normal stress, shear displacement rate, consolidation and shear stress histories on residual strength of undisturbed and artificially cemented clays having cementation. A series of reversal box shear tests was carri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::e59fcb6b41beb7183c91a1e195704031
https://petit.lib.yamaguchi-u.ac.jp/2366
https://petit.lib.yamaguchi-u.ac.jp/2366
Publikováno v:
山口大学工学部研究報告. 53(1):75-83
In considering slope stability with accuracy, strength anisotrophy is one of most important factors. This paper describes slope stability analysis of weathered soil of Sangun metamorphic rock based on its strength anisotrophy. Sangun metamorphic rock
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::f3df9ddf111e7de41d748bb6be129706
https://petit.lib.yamaguchi-u.ac.jp/2429
https://petit.lib.yamaguchi-u.ac.jp/2429