Tentative Methods for Determining Design Strength, Soil-Stabilizer Mix Design and Quality Control of Cemented-Stabilized Mud Embankment Soil

Fukushima, Shinji; Kitajima, Akira; Tani, Shigeru; Ishiguro, Kazuo

doi:10.2208/jscej.2002.715_165

Doboku Gakkai Ronbunshu

2002

DOI: 10.2208/jscej.2002.715_165

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Tentative Methods for Determining Design Strength, Soil-Stabilizer Mix Design and Quality Control of Cemented-Stabilized Mud Embankment Soil

Shinji Fukushima¹,

Akira Kitajima²,

Shigeru Tani³

et al.

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Cited by 5 publications

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Case Study on Design Method to Reinforce Old Filldam Embankment Using Cement-Mixed Muddy Soil

Fukushima¹,

Tani²,

Kitajima³

et al. 2007

JSCE JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

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2 正会員独立行政法人農業工学研究所(〒305-8609 茨城県つくば市観音台 2-1-2) 3 正会員株式会社フジタ技術センター(〒243-0125 神奈川県厚木市小野 2025-1) 4 株式会社フジタ土木本部(〒151-8570 東京都渋谷区千駄ヶ谷 4-25-2) 築造年代の古いフィルダムやため池は老朽化が進み堤体の地震時の安定性不足や漏水等により早急な改修が必要な例が多い．筆者らは老朽化ため池の堤体改修を目的に，池内に堆積した底泥土を固化処理して所要の強度と遮水性を有するように製造した築堤土を用いて堤体を築造する砕･転圧盛土工法を開発してきた．しかし，本工法をため池よりも規模の大きいフィルダムの堤体改修に適用するには，堤体安定に必要な固化処理底泥土の強度パラメータとして内部摩擦角φ'を無視して粘着力 c'だけを考慮している，c'と一軸圧縮強さ q u の関係を c'=q u /2 としているなど土質力学的に不合理な面がある．そこで，本論文では，フィルダムの堤体改修に適用できるように堤体計算に必要な固化処理底泥土の強度として (c',φ')だけを使用する設計法を提案し，その適用法を実際の事例を通して説明するものである．

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Case Study on Design Method to Reinforce Old Filldam Embankment Using Cement-Mixed Muddy Soil

Fukushima¹,

Tani²,

Kitajima³

et al. 2007

JSCE JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

View full text Add to dashboard Cite

show abstract

Influence of Grading and Water Content on Strength of Cement-Mixed Muddy Soil

Fukushima¹,

Tani²,

Kitajima³

et al. 2007

JSCE JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

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Investigation of Grading and Soil Plasticity Characteristics of Muddy Soil in Reservior to Improve Old Embankment Dams

Kitajima¹,

Fukushima²,

Tani³

et al. 2007

JSCE JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

View full text Add to dashboard Cite

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Tentative Methods for Determining Design Strength, Soil-Stabilizer Mix Design and Quality Control of Cemented-Stabilized Mud Embankment Soil

Cited by 5 publications

References 0 publications

Case Study on Design Method to Reinforce Old Filldam Embankment Using Cement-Mixed Muddy Soil

Case Study on Design Method to Reinforce Old Filldam Embankment Using Cement-Mixed Muddy Soil

Influence of Grading and Water Content on Strength of Cement-Mixed Muddy Soil

Investigation of Grading and Soil Plasticity Characteristics of Muddy Soil in Reservior to Improve Old Embankment Dams

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