FLOW CHARACTERISTICS OF CLAYS
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概要
- 論文の詳細を見る
- 社団法人地盤工学会の論文
- 1975-09-15
著者
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関口 秀雄
Department Of Civil Engineering Kanazawa Universtity
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関口 秀雄
Disaster Prevention Reseach Institute Kyoto University
関連論文
- 珪藻泥岩の弾粘塑性圧密(『土質工学会論文報告集』Vol.31,No.2 (1991年6月発行)掲載論文の概要)
- ELASTO-VISCOPLASTIC CONSOLIDATION OF A DIATOMACEOUS MUDSTONE
- RESPONSE OF PORO-ELASTOPLASTIC BEDS TO STANDING WAVES
- STRESS WAVE MONITORING FOR A FRICTION PILE DURING DRIVlNG : A NEW ANALYSIS PROCEDURE
- STRESS WAVE MONITORING FOR A FRICTION PILE DURING DRIVING : A NEW ANALYSIS PROCEDURE
- THEORY OF UNDRAINED CREEP RUPTURE OF NORMALLY CONSOLIDATED CLAY BASED ON ELASTO-VISCOPLASTICITY
- ANALYSIS OF PARTIALLY-DRAINED TRIAXIAL TESTING OF CLAY
- 粘土の動的弾性係数に関する理論的考察
- 粘土のクリープ破壊について
- 超軟弱粘土のレオロジー特性
- 非線形粘弾性理論に基づく飽和粘土のレオロジー特性の解析
- FLOW CHARACTERISTICS OF CLAYS
- A STUDY OF THE STRESS-STRAIN-TIME BEHAVIOR OF SATURATED CLAYS BASED ON A THEORY OF NONLINEAR VISCOELASTICITY
- RESPONSE OF PORO-ELASTOPLASTIC BEDS TO STANDING WAVES
- 軟岩の吸水膨張に関する一考察
- 超軟弱粘土のレオロジー特性
- FLOW CHARACTERISTICS OF CLAYS
- 一次元圧密における粘土のレオロジー挙動(『土質工学会論文報告集』Vol.16,No.1(1976年3月発行)掲載論文の概要)
- THEORY OF ONE-DIMENSIONAL CONSOLIDATION OF CLAYS WITH CONSIDERATION OF THEIR RHEOLOGICAL PROPERTIES
- SIGNIFICANCE OF TWO-POINT STRAIN MEASUREMENT IN SPT
- OVERTURNING OF CAISSONS BY STORM WAVES
- MODEL TEST AND ANALYSIS OF NEGATIVE FRICTION ACTING OF PILES