logo
logo
  • TOP
  • NEWS
  • INTRODUCTION
  • RESEARCH
  • THESIS
  • MEMBER

RESEARCH

Flow Failure of Saturated Bauxite Under Undrained Monotonic Loading

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

Time effect on Mechanical Behavior and Micro-Structure of Gypsum-Mixed Geomaterials

Estimation of pile performance from press-in piling data

Effects of Fines Content on Uplift Behavior of Underground Structures in Liquefied Ground / 液状化地盤中の地下構造物の浮上がり挙動に及ぼす細粒分含有率の影響

Soil-structure interaction of buried pipelines in liquefiable soils

Use of Acoustic Emission to Evaluate Microscopic Mechanical Behavior of Sand in Triaxial Compression Tests

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

STRENGTH AND DEFORMATION PROPERTIES OF A SOIL RETRIEVED FROM EMBANKMENT COMPACTED BY VIBRATION ROLLER

Impact of the Repeated Liquefaction on superstructure

Study of re-liquefaction behavior of aluminium and plastic rod assemblies using bi-axial apparatus with the application of image analysis

Seeing the scouring phenomenon from the geotechnical perspective

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

Multiple Liquefaction Properties of Sand

Direct and indirect local deformation measurements of sand specimen in undrained torsional shear tests

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

Characterizing pullout stiffness of geogrid considering the interaction with soil

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

Acoustic emission to experimentally investigate the micro-mechanism of shear banding in sand

Considering the strength change of expansive soil caused by chemical effects

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

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

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

Liquefaction Resistance of Partially-Saturated Soils

Mechanical characteristics of CSG material

Loading Rate Dependent Deformation and Strength Characteristics of Gypsum Mixed Sand

Analysis of multiple liquefaction characteristics based on dissipated energy

Comparison of sand behavior under repeated liquefaction in triaxial and shaking table tests

Study of Pre-Shake Effects on Liquefaction in Shake Table

Geotechnical Engineering Laboratory, The University of Tokyo

113-8656 Japan
7-3-1 Hongo, Bunkyo-ku, Tokyo
TEL.+81-3-5841-6137
FAX.+81-3-5841-8504

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

copyright©2024 Geotechnical Engineering Laboratory all rights reserved.

Privacy Preference Center

Privacy Preferences