スポンサーリンク
Soils Laboratory, Toa Harbor Works Co., Ltd., | 論文
- Evaluation of Sample Quality of Sandy Soil Obtained by the Modified Bishop Sampler〔に対する討論終結〕
- 357 改良型ビショップサンプラーにて採取した不かく乱砂試料の品質について(『土質工学会論文報告集』Vol. 20,No. 3(1980年9月発行)掲載論文の概要)
- EVALUATION OF SAMPLE QUALITY OF SANDY SOIL OBTAINED BY THE MODIFIED BISHOP SAMPLER
- 360 海成沈積粘土上の盛土の安定解析と実際の挙動(『土質工学会論文報告集』Vol. 20,No. 4(1980年12月発行)掲載論文の概要)
- STABILITY ANALYSIS AND FIELD BEHAVIOUR OF EARTH FILLS ON AN ALLUVIAL MARINE CLAY
- 335 アラビア湾に分布するあるクイックサンドのせん断特性(『土質工学会論文報告集』Vol. 19,No. 4(1979年12月発行)掲載論文の概要)
- SHEAR CHARACTERISTICS OF A QUICK SAND IN THE ARABIAN GULF
- 砂の液状化強度についての実験的研究 : 間ゲキ圧係数B値の液状化強度に及ぼす影響
- 948.砂の液状化強度についての実験的研究 : 間ゲキ圧係数B値の液状化強度に及ぼす影響
- A CASE STUDY OF THE APPLICATION OF DIRECT SHEAR AND CONE PENETRATION TESTS TO SOIL INVESTIGATION : DESIGN AND QUALITY CONTROL FOR PEATY SOILS
- UNDRAINED STRENGTH AND STABILITY ANALYSIS OF SOFT IRAQI CLAYS
- UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY
- THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS
- UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY
- THREE CASE STUDIES FOR SHORT TERM STABILITY OF SOFT CLAY DEPOSITS
- UNDRAINED STRENGTH AND STABILITY ANALYSIS FOR A QUICK SAND
- UNDRAINED STRENGTH CHARACTERISTICS OF AN ALLUVIAL MARINE CLAY IN THE TOKYO BAY
- FIELD AND LABORATORY BEHAVIOUR OF KHOR AL-ZUBAIR CLAY, IRAQ
- GEOTECHNICAL PROPERTIES OF NORMALLY CONSOLIDATED FAO CLAY, IRAQ
- STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED φ=0 METHOD FOR A FAILED DIKE