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Department of Civil Engineering, Gifu University | 論文
- APPLICATION OF LAVAL TYPE LARGE DIAMETER SAMPLER TO SOFT CLAY IN JAPAN
- STRESS-STRAIN BEHAVIOR AND YIELDING CHARACTERISTICS OF EASTERN OSAKA CLAY
- K-Ar ages of biotite and muscovite from Pangong metamorphic complex, Shyok suture zone, India : Implications for the youngest post-collision metamorphic event in Ladakh Himalaya
- ANISOTROPIC BEHAVIOR OF SOFT SEDIMENTARY ROCK AND A CONSTITUTIVE MODEL
- MECHANICAL BEHAVIOR OF PILE FOUNDATIONS SUBJECTED TO CYCLIC LATERAL LOADING UP TO THE ULTIMATE STATE
- NUMERICAL PREDICTION OF THE DYNAMIC BEHAVIORS OF AN RC GROUP-PILE FOUNDATION
- THE SURFACE FLOW STRUCTURE OF LARGE SCALE VORTICES AT THE REAR OF A CYLINDRICAL PIER FOR THE FLOW OF TRANSCRITICAL REYNOLDS NUMBER
- RELATIONSHIPS OF PLUNGING JET SIZE TO KINEMATICS OF BREAKING WAVES WITH SPRAY AND ENTRAINED AIR BUBBLES
- A METHOD OF ANALYSIS OF EARTHQUAKE-INDUCED LIQUEFACTION OF HORIZONTALLY LAYERED SAND DEPOSITS
- DETERMINATION OF AQUIFER THICKNESS BY PARTIALLY PENETRATING WELL
- TRANSMISSIVITY TENSOR IDENTIFICATION FROM PUMPING TEST DATA
- DETERMINATION OF AQUIFER THICKNESS BY PARTIALLY PENETRATING WELL
- NUMERICAL SIMULATION OF PROGRESSIVE FAILURE IN CUT SLOPE OF SOFT ROCK USING A SOIL-WATER COUPLED FINITE ELEMENT ANALYSIS
- AN ELASTOPLASTIC STRAIN-HARDENING AND STRAIN-SOFTENING CONSTITUTIVE MODEL FOR SOFT ROCK CONSIDERING THE INFLUENCE OF INTERMEDIATE STRESS
- An Elasto-Viscoplastic Model for Clay Considering Destructuralization and Consolidation Analysis of Unstable Behavior (IWS-ATHENS 2003「地盤力学における予測とシュミレーション手法」特集号)
- A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING
- Synthesis and Chemotaxis of fMLP analogs and Non-formylated peptides
- Endoscopic partial cystectomy for bladder leiomyoma using retroperitoneoscopic and transurethral procedures
- MEASUREMENT OF SHEAR WAVE VELOCITIES OF SAND IN A CENTRIFUGE
- A CONSTITUTIVE MODEL FOR NATURAL SOFT CLAY WITH STRAIN SOFTENING