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Department of Civil Engineering | 論文
- Constitutive Equations of Saturated Kanto Loam
- One Dimensional Consolidation of Soft Grounds under Low Embankment
- SKIN FRICTION OF NON-DISPLACEMENT PILES RELATED TO SIMPLE SHEAR MODE WITH LARGE STRAIN STATE FRICTION ANGLE
- Traffic Loading and Environmental Effects on Asphalt Pavement Rutting
- Behaviour of soft clay deposit subjected to long-term cyclic shear stresses
- A Study on the Damage and the Possible Use of Foundation Structures Due to the 1995 Hyogoken-Nambu Earthquake
- Uprooting Test of Wild Grown Inclined Trees on Cut Slope
- A Consideration for the Observational Execution in Excavation works
- Undrained Strain Softening Model for Nomally Consolidated Soils
- BEARING CAPACITY OF SHALLOW FOUNDATIONS IN A LOW GRAVITY ENVIRONMENT
- Estimation of Pullout Resistance of Soil Reinforced by Geogrids
- Yielding characteristics of sand under triaxial compression and extension stresses
- Soil Improvements Using Coal Ashes
- Elasto-plastic constitutive models for stress-strain behaviour of sand
- Undrained Cyclic Shear Behaviour of Overconsolidated Clay Subjected to Initial Static Shear Stress
- Recurrent Squamous Cell Carcinoma of the Breast with Undifferentiated Features : Report of a Case
- 連続はりの振動の一般的解放
- 老朽化した石造橋(袋橋)の健全度調査
- 橋と施工 歴史的景観を考慮したRC橋のリフォーム--長崎県・魚市橋 (特集 橋の魅力)
- Secondary Compression of Anisotropic Consolidated Clays