本資料は、掲載誌(URI)等のリンク先にある学位授与機関のWebサイトやCiNii Dissertationsから、本文を自由に閲覧できる場合があります。
博士論文
国立国会図書館館内限定公開
収録元データベースで確認する
国立国会図書館デジタルコレクション
デジタルデータあり
公開元のウェブサイトで確認する
DOI[10.14943/doctoral.k13792]のデータに遷移します
Proposal of a constitutive model for the behavior of unsaturated soils subjected to freeze-thaw action
- 国立国会図書館永続的識別子
- info:ndljp/pid/11479211
国立国会図書館での利用に関する注記
資料に関する注記
一般注記:
- The failure of earth structures subjected to freeze-thaw frequently occurs in seasonal cold regions like Hokkaido, Japan. Frost heave and thaw settlem...
資料詳細
要約等:
- The failure of earth structures subjected to freeze-thaw frequently occurs in seasonal cold regions like Hokkaido, Japan. Frost heave and thaw settlem...
書店で探す
障害者向け資料で読む
全国の図書館の所蔵
国立国会図書館以外の全国の図書館の所蔵状況を表示します。
所蔵のある図書館から取寄せることが可能かなど、資料の利用方法は、ご自身が利用されるお近くの図書館へご相談ください
書店で探す
障害者向け資料で読む
書誌情報
この資料の詳細や典拠(同じ主題の資料を指すキーワード、著者名)等を確認できます。
デジタル
- 資料種別
- 博士論文
- 著者・編者
- 羅, 斌
- 著者標目
- 出版年月日等
- 2019-09-25
- 出版年(W3CDTF)
- 2019-09-25
- 並列タイトル等
- 凍結融解作用を受ける不飽和土の挙動解析に対する構成モデルの提案
- 寄与者
- 石川, 達也渡部, 要一藤井, 義明西村, 聡
- 授与機関名
- 北海道大学
- 授与年月日
- 2019-09-25
- 授与年月日(W3CDTF)
- 2019-09-25
- 報告番号
- 甲第13792号
- 学位
- 博士(工学)
- 博論授与番号
- 甲第13792号
- 本文の言語コード
- eng
- NDC
- 対象利用者
- 一般
- 一般注記
- The failure of earth structures subjected to freeze-thaw frequently occurs in seasonal cold regions like Hokkaido, Japan. Frost heave and thaw settlement are deemed as two main factors affecting the performance and safety of infrastructures like road, railway, pipeline, and soil slope. Subsurface soils are unsaturated in most cases, however, the estimation method on frost heave and thaw settlement of unsaturated soil are not well established. This study focuses on numerical modeling of freeze-thaw behavior of unsaturated soil, especially on freeze-thaw deformation.A coupled thermo-hydro-mechanical (THM) model is presented in detail first, which captures the main behaviors of soil subjected to freeze-thaw. For instance, the phase change of water-ice, the reduction of permeability induced by freezing, together with the stiffing of frozen soil are all modeled. More specially, practical experimental equations are applied to model frost heave and thaw settlement. On purpose of validating model, frost heave test was simulated. The model can simulate the correlation between frost heave and water absorption under saturated condition. The influence of overburden pressure on freeze-thaw deformation is also reproduced, however, the model fails to estimate the cooling rate effect. Then, a pavement structure located above a box culvert was simulated to investigate uneven upheave of pavement. After that, stress change in pavement induced by freeze-thaw was studied.Further development was conducted to overcome the limitations of the above-mentioned model. Recent achievements and progress in unsaturated soil and frozen soil are integrated into the model. Modified governing equations are presented, together with better consideration on nonlinear soil properties. More specifically, attention is paid to the analogy between soil water characteristic curve (SWCC) and soil freezing characteristic curve (SFCC), along with suction induced freezing point depression. Furthermore, ice segregation criteria, frost heave, and direction of thaw settlement are modeled in a more rational way. The validity of the newly proposed model was examined by simulating frost heave test under saturated and unsaturated conditions. Finally, freeze-thaw behavior of an unsaturated soil slope in the seasonal cold region was simulated to verify the applicability of the model for a field-scale problem. The thermal pattern of soil slope is reproduced in which frost penetration at slope top is deeper than that at slope toe and isothermal is not parallel to slope surface. Water redistribution induced by freezing is reproduced together with water-ice phase change and ice accumulation. Mechanism of unique freeze-thaw deformation pattern is revealed. Frost heave generates in heat flow and/or thermal gradientiidirection, not necessary to be perpendicular to slope surface, while thaw settlement mainly develops along gravity direction.In conclusion, a numerical model is proposed for freeze-thaw behavior of unsaturated soil. It is found that the numerical model proposed in this study performs well for estimation on frost have and thaw settlement. The model is ready for field-scale applications to serve design, construction, and maintenance of earth structure in cold regions, although some limitations exist and further verifications are recommended.(主査) 教授 石川 達也, 教授 渡部 要一, 教授 藤井 義明, 准教授 西村 聡工学院(環境フィールド工学専攻)
- DOI
- 10.14943/doctoral.k13792
- 国立国会図書館永続的識別子
- info:ndljp/pid/11479211
- コレクション(共通)
- コレクション(障害者向け資料:レベル1)
- コレクション(個別)
- 国立国会図書館デジタルコレクション > デジタル化資料 > 博士論文
- 収集根拠
- 博士論文(自動収集)
- 受理日(W3CDTF)
- 2020-04-06T03:04:11+09:00
- 作成日(W3CDTF)
- 2019-09
- 記録形式(IMT)
- PDF
- オンライン閲覧公開範囲
- 国立国会図書館内限定公開
- デジタル化資料送信
- 図書館・個人送信対象外
- 遠隔複写可否(NDL)
- 可
- 連携機関・データベース
- 国立国会図書館 : 国立国会図書館デジタルコレクション