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Field survey on sinkhole in Pokhara, Nepal

再構成試料を用いた原位置液状化強度の合理的評価

Ultimate lateral resistance of piles embedded in soils based on active pile length

Relation between liquefaction potential and soil subsidence

振動台模型実験による改良型ジオセル補強盛土の耐震性の検討

改良型ジオセルとジオグリッドの土中引抜け抵抗の比較

改良型ジオセル補強材の開発

Earthquake-induced failure mechanisms of sandy sloped ground evaluated by torsional shear tests

液状化沈下マップを用いた地盤改良効果の定量的検証

液状化指数(PL値)と道路沈下量の関係地盤改良効果の定量的検証

航空レーザ測量に基づく道路の液状化被害分析

Optimum analysis of cell size for square-shaped geocell in pullout test

Enhancement of geocell by preloading method in pullout test

Comparison of pullout resistance between square-shaped geocell and geogrids

Stress-deformation characteristics of diamond-shaped geocell and square-shaped geocell

Cyclic wetting and drying test in modified direct shear apparatus

Some typical slaking induced geotechnical problems

Interpretation of cyclic wetting and drying direct shear tests results

航空LiDARによる液状化地盤沈下量と噴砂の分布(浦安市)

SLAKING EFFECT ON SHEAR STRENGTH AND DEFORMATION OF MUDSTONE

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Email:kiyota[at]iis.u-tokyo.ac.jp

〒153-8505
東京都目黒区駒場 4-6-1
東京大学生産技術研究所 Be-206
Be-206, Institute of Industrial Science, 4-6-1, Komaba,

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