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Research Topic

Characterizing pullout stiffness of geogrid considering the interaction with soil

Evaluating Critical State Line of Volcanic Ash Soil by Stacked-ring Shear Apparatus

Low-grade Soil Materials with Non-plastic Fines as an Alternative Geomaterial for Embankment Structures

The response of pile foundation on liquefiable ground and its dynamic interaction with lattice wall ground improvement

Influence of suffusion and local scour caused by river flood on delayed displacement of bridge piers

細粒分吸出し後の砂質土における 繰返し変形特性を規定する要因の検討

地盤の液状化による地下構造物の浮き上がり挙動に及ぼす 構造物の比重の影響

洗掘対策ブロックの形状と河床材料の違いが 河川橋脚基礎の不安定化プロセスに及ぼす影響

中規模出水時に生じる局所洗掘が河川橋梁基礎の不安定化に及ぼす影響 Influence of Local Scour on Destabilization of River Bridge Foundation during Middle Flooding

AE技術を用いた火山灰土における粒子破砕 及び変形特性の継続的計測手法の確立

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Geotechnical Engineering Laboratory, The University of Tokyo

113-8656 Japan
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FAX.+81-3-5841-8504

Geotechnical Engineering Laboratory, The University of Tokyo 東京大学土質/地盤研究室

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