logo
logo
  • TOP
  • INTRODUCTION
  • RESEARCH
  • THESIS
  • MEMBER
  • ACTIVITY
  • LECTURE
  • ACCESS / CONTACT

RESEARCH

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

Multiple Liquefaction Properties of Sand

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

Estimation of pile performance from press-in piling data

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

Impact of the Repeated Liquefaction on superstructure

Analysis of multiple liquefaction characteristics based on dissipated energy

Liquefaction Resistance of Partially-Saturated Soils

Seeing the scouring phenomenon from the geotechnical perspective

Loading Rate Dependent Deformation and Strength Characteristics of Gypsum Mixed Sand

Considering the strength change of expansive soil caused by chemical effects

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

Study of Pre-Shake Effects on Liquefaction in Shake Table

Soil-structure interaction of buried pipelines in liquefiable soils

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

Mechanical characteristics of CSG material

Flow Failure of Saturated Bauxite Under Undrained Monotonic Loading

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

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

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

ABOUT US

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

LINK

  • 東京大学HP
  • 東京大学工学部HP
  • 東京大学社会基盤学専攻HP
  • 東京大学生産技術研究所HP
  • 東京大学IIS桑野研究室
  • 東京大学IIS清田研究
Geotechnical Engineering Laboratory, The University of Tokyo 東京大学土質/地盤研究室

copyright©2023 Geotechnical Engineering Laboratory all rights reserved.