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  1. 030 理工学 Science & engineering
  2. 学術雑誌掲載論文

MICROSCOPIC STRUCTURE AND SPECTROSCOPIC PROPERTY OF THE SHEAR SURFACE AT THE RESIDUAL STATE OF CLAY

https://iwate-u.repo.nii.ac.jp/records/10368
https://iwate-u.repo.nii.ac.jp/records/10368
a64da56a-147d-4155-ad30-fef6febd3171
名前 / ファイル ライセンス アクション
cs-v14n6p211-218.pdf cs-v14n6p211-218.pdf (16.9 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2015-02-18
タイトル
タイトル MICROSCOPIC STRUCTURE AND SPECTROSCOPIC PROPERTY OF THE SHEAR SURFACE AT THE RESIDUAL STATE OF CLAY
言語
言語 eng
キーワード
主題Scheme Other
主題 Shear strength
キーワード
主題Scheme Other
主題 AFM
キーワード
主題Scheme Other
主題 Adsorbed water
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
資源タイプ journal article
著者 OKAWARA, MASAFUMI

× OKAWARA, MASAFUMI

OKAWARA, MASAFUMI

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HISATSUNE, TAKEHIRO

× HISATSUNE, TAKEHIRO

HISATSUNE, TAKEHIRO

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MITACHI, TOSHIYUKI

× MITACHI, TOSHIYUKI

MITACHI, TOSHIYUKI

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SAINO, TAKASHI

× SAINO, TAKASHI

SAINO, TAKASHI

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著者(機関)
値 Faculty of Engineering, Iwate University
著者(機関)
値 Graduate School of Engineering, Iwate University
著者(機関)
値 Faculty of Engineering, Nihon University
著者(機関)
値 Graduate School of Engineering, Iwate University
登録日
日付 2015-02-18
書誌情報 Clay Science

巻 14, 号 6, p. 211-218, 発行日 2010-12-01
ISSN
収録物識別子タイプ ISSN
収録物識別子 0009-8574
Abstract
内容記述タイプ Other
内容記述 The shear property at the residual state is a very important strength in engineering, as usually used for landslide stability analysis. We examined the microscopic structure of the shear surface and spectroscopic property of adsorbed water. As a result of AFM measurement of shear surface it became clear that shear surface was not a perfect flat, and also by CLSM observation, we found that the contact part of a glass board and a shear surface of clay was only partial contact. It indicates that the area actually touched was smaller than the apparent contact area. The "actual contact area" increased as the normal stress increased. While with FTIR measurement, adsorbed water on shear surface of cohesive soil decreased as the increase in normal stress. In conclusion, the coefficient of residual state shear resistance (tan φ,) of clay can be thought to be the coefficient originated in the increase in the actual contact area caused by the increase in the normal stress.
出版者
出版者 The Clay Science Society of Japan
著者版フラグ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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