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博士論文
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DOI[10.24561/00019576]のデータに遷移します
Seismic deformation behavior of several types of multi-tier reinforced soil retaining walls
- 国立国会図書館永続的識別子
- info:ndljp/pid/12313437
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- type:textChapter 1: Introduction ................................................................................................. 7 Background and ob...
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デジタル
- 資料種別
- 博士論文
- 著者・編者
- ALBANO, ACACIO AJUDA
- 出版事項
- 出版年月日等
- 2021
- 出版年(W3CDTF)
- 2021
- 並列タイトル等
- 数種類の多層擁壁の地震変形挙動
- タイトル(掲載誌)
- 博士論文(埼玉大学大学院理工学研究科(博士後期課程))
- 授与機関名
- 埼玉大学
- 授与年月日
- 2021-03-25
- 授与年月日(W3CDTF)
- 2021-03-25
- 報告番号
- 甲第1210号
- 学位
- 博士(学術)
- 博論授与番号
- 甲第1210号
- 本文の言語コード
- eng
- 対象利用者
- 一般
- 一般注記
- type:textChapter 1: Introduction ................................................................................................. 7 Background and objectives of research ........................................................................ 7 Review of the physical modelling of reinforced structures ........................................... 9 Review of seismic performance of GRSWs ................................................................. 10Chapter 2: Experimental Investigation on Earthquake-Induced Deformation of Hybrid Retaining Wall and Strain Softening of Backfill Soil .................................. 17Abstract ....................................................................................................................... 17Introduction ................................................................................................................. 18Test setup .................................................................................................................... 20 Shaking table facility ............................................................................................... 20 Similitude laws ........................................................................................................ 21 Model container ...................................................................................................... 21 Model soil ................................................................................................................ 24 Model wall ............................................................................................................... 25 Model reinforcement ............................................................................................... 26 Construction sequence ............................................................................................ 28 Input ground motion ................................................................................................ 29 Image analysis for shaking table models ................................................................ 29Experimental Test results ............................................................................................ 30 Seismic failure mechanism ...................................................................................... 30 Facing lateral deformations .................................................................................... 36 Deformations of the sand ........................................................................................ 40 Shear strains distribution ........................................................................................ 45Conclusion .................................................................................................................. 49References ...................................................................................................................... 53Chapter 3: Capturing compaction zones behind a two tier reinforced soil wall during seismic shaking ................................................................................................. 60 Abstract ....................................................................................................................... 60 Introduction ................................................................................................................. 61 Shaking table facility ............................................................................................... 63 Model container ...................................................................................................... 63 Similitude laws ........................................................................................................ 64 Model soil ................................................................................................................ 64 Model walls ............................................................................................................. 65 Model reinforcements .............................................................................................. 65 Input seismic motions .............................................................................................. 66Experimental seismic results ....................................................................................... 67 Seismic failure mechanism of single tier walls ....................................................... 67 Seismic facing displacement .................................................................................... 72 Sand deformation of the lower tier .......................................................................... 74Conclusion .................................................................................................................. 82Chapter 4: Capturing strain localization behind reinforced soil walls ................... 87 Abstract ....................................................................................................................... 87 Introduction ................................................................................................................. 88 Physical modelling ...................................................................................................... 91 Shaking table ........................................................................................................... 91 Model Container ..................................................................................................... 92 Segmental Wall Modelling ...................................................................................... 93 Foundation and Backfill material ........................................................................... 94 Reinforcement Modelling ........................................................................................ 94 Testing Program and Model Instrumentation ......................................................... 96 Model preparation construction .............................................................................. 97Results and discussion ................................................................................................ 97 Seismic Facing Displacement ................................................................................. 97 Failure mechanism of geogrid reinforced soil walls ............................................ 100 Effect of multiple reinforcement stiffness on failure mechanism .......................... 102Conclusion ................................................................................................................ 105Appendix 1 ................................................................................................................... 116指導教員 : 桑野二郎
- DOI
- 10.24561/00019576
- 国立国会図書館永続的識別子
- info:ndljp/pid/12313437
- 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)
- 2022-08-08T06:02:54+09:00
- 作成日(W3CDTF)
- 2022-06-15
- 記録形式(IMT)
- application/pdf
- オンライン閲覧公開範囲
- 国立国会図書館内限定公開
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- 国立国会図書館 : 国立国会図書館デジタルコレクション