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Department of Civil Engineering, Nagoya University | 論文
- MASS PERMEABILITY CONCEPT IN THE ANALYSIS OF TREATED GROUND WITH SAND DRAINS
- SOIL-WATER COUPLED BEHAVIOR OF HEAVILY OVERCONSOLIDATED CLAY NEAR/AT CRITICAL STATE
- ANNEALABLE BEHAVIOUR OF SATURATED CLAY : AN EXPERIMENT AND SIMULATION
- IMPERFECTION-SENSITIVE BIFURCATION OF CAM-CLAY UNDER PLANE STRAIN COMPRESSION WITH UNDRAINED BOUNDARIES
- CO-SEISMIC AND POST-SEISMIC BEHAVIOR OF AN ALTERNATELY LAYERED SAND-CLAY GROUND AND EMBANKMENT SYSTEM ACCOMPANIED BY SOIL DISTURBANCE
- NONLINEAR WAVE-INDUCED SEABED INSTABILITY AROUND COASTAL STRUCTURES
- STUDY ON MEASURING METHOD OF WATER ADSORPTION AND HEAT OF ADSORPTION IN HARDENING CEMENT PASTE PORES AT WATER MIGRATION
- STUDY ON ADSORPTION RATE IN THE PORE OF HARDENED CEMENT MORTAR
- NON-LINEAR FEM ANALYSIS OF PRESTRESSED CONCRETE BEAMS WITH EXTERNAL CABLES CONSIDERING FRICTION AT DIVIATORS
- Cyclic Behavior of the RC Columns Using the Modified Lattice Model
- DEVELOPMENT OF AN EXPERIMENTAL SYSTEM TO INVESTIGATE THE DEFORMATION AND DIFFUSION OF GAS AND LIQUID IN A POROUS MATERIAL
- Analysis on the Variation of Left-turning Vehicle Spatial Trajectories Inside Intersections
- Urban Expressway Capacity Characteristics of Lane Closure Sections due to Accidents
- Unsteady Queue Discharge Characteristics of Shared Left-turn Lane at Signalized Intersections in Japan
- 人工リーフによる二枚貝生息場の好適化に関する研究(英文)
- Civil Engineering Education and the Status of Civil Engineering in Sri Lanka
- PREDICTION OF FAILURE OF EARTH RETAINING STRUCTURE DURING EXCAVATION WORKS
- A DESIGN METHOD OF DEEP EXCAVATION IN COHESIVE SOIL BASED ON THE RELIABILITY THEORY
- DIAGRAM FOR CONSTRUCTION CONTROL OF EMBANKMENT ON SOFT GROUND
- Stress Distributions of Coils for Toridal Magnetic Field