スポンサーリンク
Civil Engineering, the University of Tokyo | 論文
- Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction (closure)
- VOLUME CHANGE OF CLAYS INDUCED BY HEATING AS OBSERVED IN CONSOLIDATION TESTS
- VOLUME CHANGE OF CLAYS INDUCED BY HEATING AS OBSERVED IN CONSOLIDATION TESTS
- A PRELIMINARY STUDY ON HEATING OF CLAYS TO EXAMINE POSSIBLE EFFECTS OF TEMPERATURE ON SOIL-MECHANICAL PROPERTIES
- GEOTECHNICAL ASPECTS OF THE JUNE 20,1990 MANJIL EARTHQUAKE IN IRAN
- ACCUMULATED DEFORMATION OF SAND WITH INITIAL SHEAR STRESS AND EFFECTIVE STRESS STATE LYING NEAR FAILURE CONDITIONS
- SEISMIC WAVE PROPAGATION IN ELASTIC SOIL WITH CONTINUOUS VARIATION OF SHEAR MODULUS IN THE VERTICAL DIRECTION
- LIQUEFACTION CHARACTERISTICS OF SATURATED SAND DEPOSITS UNDER NONUNIFORM VERTICAL STRESSES
- TORSION SHEAR TESTS ON CYCLIC STRESS-DILATANCY RELATIONSHIP OF SAND
- LATERAL LOADS ON OFFSHORE STRUCTURES EXERTED BY SUBMARINE MUDFLOWS
- SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS