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Technical Research Institute, Toa Corporation | 論文
- SHEAR STRENGTH AND CONSOLIDATION YIELDING STRESS OF PLEISTOCENE CLAY FOUND AT IZUMI-HILL OF OSAKA DISTRICT
- APPLICABILITY OF CPT FOR CONSTRUCTION CONTROL OF SEAWALL ON SOFT CLAY IMPROVED BY SAND DRAIN METHOD
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTERCONNECTED TESTS
- 1931多目的原位置試験機の開発とその利用法(新しい原位置試験)
- 1593 原位置摩擦測定実験より得られた杭の周面摩擦力
- A CASE STUDY OF THE APPLICATION OF DIRECT SHEAR AND CONE PENETRATION TESTS TO SOIL INVESTIGATION : DESIGN AND QUALITY CONTROL FOR PEATY SOILS
- 1751 周面摩擦測定試験による杭の挙動予測
- NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD
- NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD
- 有明粘土の工学的性質の評価(『土質工学会論文報告集』Vol.30,No.4 (1990年12月発行)掲載論文の概要)
- EVALUATION OF ENGINEERING PROPERTIES FOR AN ARIAKE CLAY
- A NEW APPROACH TO DETERMINE SOIL PARAMETERS FREE FROM REGIONAL VARIATIONS IN SOIL BEHAVIOR AND TECHNICAL QUALITY
- EVALUATION OF DESIGN PARAMETERS FOR SOFT CLAYS AS RELATED TO GEOLOGICAL STRESS HISTORY
- A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTER-CONNECTED TESTS
- 杭の周面摩擦測定器の開発
- DEVELOPMENT OF THE FRICTION METER FOR EVALUATING THE SKIN FRICTION OF A PILE