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Triaxial

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

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

Flow Failure of Saturated Bauxite Under Undrained Monotonic Loading

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

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

Liquefaction Resistance of Partially-Saturated Soils

Mechanical characteristics of CSG material

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

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

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